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WS-18-1524�` yNortEs y,`� y�� 6 F�ORtOp' Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit N©. WS►-6-18-1524 Permit Type: Windows/Shutters Pen 't-rk Classification: Window/Door Replacem Permit Status: APPROVED Parcel Number Issue Date: 7/102018 1 Expiration: 01/0612019 Applicant 670 NE 97 Street 1132060171630 Miami Shores, FL 33138- Block: Lot: JOHN BARBICK Owner Information Address Phone Cell JOHN BARBICK 670 NE 97 Street (305)754-6966 MIAMI SHORES FL 33138-2471 Contractor(s) Phone Cell Phone HOME OWNER Type of Work: REPLACE 6 WINDOWS AND 2 DOORS No of Openings: 8 Additional Info: Classification: Residential Scanning: 5 Fees Due Amount CCF $1.80 DBPR Fee $2,70 DCA Fee $2.00 Education Surcharge $0.60 Permit Fee $180.00 Scanning Fee $15.00 Technology Fee $2.40 Total: $204.50 Valuation: $ 3,000.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-6-18-67794 06/05/2018 Credit Card $ 50.00 $ 154.50 07/10/2018 Credit Card $ 154.50 $ 0.00 HvanaDle Inspection Type: Window Door Attachment Final Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 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 zn� Futl a) or5,1 au3jiorize the above -named contractor to do the work stated. July 10, 2018 AL#Mrized Signature: Owner / Applicant / Contractor / Agent Building Department Copy July 10, 2018 1 BUILDING Miami Shores Village r' QED Building Department JUN 0 7018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 F BC 2on r Master Permit No. *is t O " IC 74 PE IT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 6 70 NE 1e 7 ` City: Miami Shores County: Miami Dade Zip: 33(3y Folio/Parcel#: u 3Z6f 7 -) 636) Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �O h n g6kV Phone#: 30S ^ 7 9Y— (r6 Address: -70 I✓ 11 'f � City: M � "Ly.Mj\ _ w4 s s State: �� Zip: 3 3 1 3 SI Tenant/Lessee Name: Phone#: Email: Jab m i u S L�IOl'Cs (lp a O l. CONTRACTOR: Company Name: µoYh(— okuh 15Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ ?i Y- Square/Linear- Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New [�Q/Repair/Replace ❑ Demolition Description of Work: 2• doo1'S 6' Specify color of color thru tile: Submittal Fee $��°W Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Structural Reviews $ Training/Education Fee $ Double Fee $ Bond $ l' TOTAL FEE NOW DUE $ ' �1 • �� (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this day of . 20 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of me or who has produced 20 by who is personally known to identification and who did take an oath. NOTARY PUBLIC: as Sign: Sign: Print: =w £'�o_ Print: Seal: ; 7� ,`` Seal: 0 • `/ APPROVED BY / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 6/472018 Property Search Application - Miami -Dade County F W OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-017-1630 Property Address: 670 NE 97 ST Miami Shores, FL 33138-2471 Owner JOHN A BARBICK &W MARGARET J Mailing Address 670 NE 97 ST MIAMI SHORES, FL 33138-2471 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,206 Sq.Ft Living Area 1,486 Sq.Ft Adjusted Area 1,882 Sq.Ft Lot Size 9,750 Sq.Ft Year Built 1959 Assessment Information Year 2018 2017 2016 Land Value $292,215 $292,215 $243,639 Building Value $130,987 $130,987 $130,987 XF Value $18,489 $18,640 $18,792 Market Value $441,691 $441,842 $393,418 Assessed Value $168,738 $165,268 $161,869 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $272,953 $276,574 $231,549 Homestead Exemption 1 $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 4 AMD PB 15-14 LOT 3 & E1/2 OF 4 BLK 100 LOT SIZE 75.000 X 130 OR 14518-2918 0490 1 Generated On: 6/4/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $118,738 $115,268 $111,869 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $143,738 $140,268 $136,869 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $118,738 $115,268 $111,869 Regional Exemption Value $50,000 Taxable Value �$500080$50000 $115,268 $111,869 Sales Information Previous Sale Pricel OR Book -Page Qualification Description 04/01/1990 $127,000 14518-2918 Sales which are qualified 11/01/1972 $56,000� 00000-00000 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 OWNER BUILDER DISCLOSURE STATEMENT NAME: _ (�l7 f ,4/ 64 ✓'bye, DATE: ADDRESS: l / c-�p !t f / 51-" Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; 1 further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though 1 do not have a license. Initial —4 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initiaf� 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbui:ding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantia:ly improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease which violates the exemption. Initial 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. `�i/'q7�� Initia0 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and bKppunty or municipal ordinance. Initial I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction'must comply with all applicable laws, ordinances, building codes, and zoning regulations Initia 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http:/Iwww.mvfloridalicense.com/dbpr/pro/cilb/index.html Initiaff 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: �� tom. �'►�l s Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of Ju`,� 120 ByY13HN known has who was personally to me or who ��uuw►fa�� \\N CaN ERA. . . ��\ /?,` Produced there License or 4C_A_ VI��L as identific 99r) n eO_ �U� J�J • C4, OWNER Its #IPUe 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). Acknowledgement: ualifier/Owner Signature Date C,).p, W dq/7t4/G K Print Name 221", !MIRACLE MILE, SUITE 204 THOMAS J K E L L Y I NC. SURVEY NO, CORAL GABLES, FLU:33134 , DADE: (305 1 444--7692 1 RRWD: (305) 779- 3266 FAX: (505) 441- 0494 LAND SURVEYOR SHEET OF SURVEY OF LOT BLOCK SUBDIVISION j ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK Na AT PAGE No. PUBLIC RECORDS OF -COUNTY, FLORIDA DATE' FOR. LOCATION SKETCH SCALE: I"= 1 ; /,— 97 \f N16 17 1k -1 70 V D 471, W.1 fi.il CST TO C 0 M [It 'Jl: 1 i�!_L FrERAL 4 3 Li 7 tdt5 pi A 'o vv %n�CLOl 1_7 x 5V )7 P �j "AJ L- 1-7 Y 3 A 17'1zz,12 7) 14 y S/ 7, Ig 1,7 5c y 10-0 lee *00 7 00*000 to ;v *see :e: so 00 as 00 *000st 'A 0 • • 16. -i I.k 11NO-iL.ANCE RA"_ 'EIRAIMAL-N-T 0;� 'HOUSING AND W DELINEATE-33 THE H CDE S C f C, E D L A N D T 0 S 2 S. IT UA•D'E 0 W; i PN fo 4 THZIS T A FLOOD *v 4AZARD ZONF_ zz� , 04 0 7/7/2018 Florida Building Code Online Ak- "% BCIS Home Log In I User Registration j Hot Topics Submit Surcharge I Stats & Facts Publications i Contact Us BCIS Site Map Links Search 1 Plonda Product Approval oUR.Pub'ic .,,;SE User `*-* � P�.<an0.e:A-..n Product Approval Menu > Product or Application Search > Application List > Application History > Application Detail � - F /k *:� ? FL # FL16708 R8 J/il o Application Type Revision 9 ZVI& Code Version 2017 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800)535-3936 fbcl@jeld-wen.com • • •••• •••••• Authorized Signature Jason Kantola • • • • • • • • • • • • fbcl@jeld-wen.com • • • • • • • • • • • • • • Technical Representative JELD-WEN Corporate Customer Service••• • • • • Address/Phone/Email 3737 Lakeport Blvd. •••• • ••••• Klamath Falls, OR 97601 ••..•• •••• ••�••• (800)535-3936 • • • • .. .. customerserviceagents@jeld-wen.com p •• ...... • • • • • •••••• Quality Assurance Representative • • . • • • • • • • Address/Phone/Email • • • • • • • • • • • • Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden P.E. 41 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL16708 R8 COI COIJW SS 2015-04-27.pdf Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Florida Licensed Professional Engineer or Architect FL16708 R8 Equiv ASTM E84 Equivalency. Letter SS 2017-08-31.pdf Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFUlGK9KQhKmiQLpP5tjNDIMRAg%3d%3d 1/3 7/7/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/02/2017 Date Validated 12/12/2017 Date Pending FBC Approval 12/18/2017 Date Approved 02/13/2018 Summary of Products FL # I Model, Number or Name Description 16708.1 A Design Pro / Smooth Pro / Studio Single (X) Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R8 II A010871A X, OPQ SS 2017-02-09.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R8 AE PER4663 1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.2 B Design Pro / Smooth Pro Fiberglass Single (X) Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswin4, and Outswing • • • • Limits of Use Installation Instructions • • • • • • • • • Approved for use in HVHZ: Yes FL16708 R8 II A010872AxGL= SS 20�}:Z• 2.6.pdf • Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 • • • Impact Resistant: Yes Created by Independent mrd•'Pa-rty: Yes Design Pressure: N/A Evaluation Reports "•"• • • Other: FL16708 R8 AE PER4438.41•••••�6E•2017-11.17.p�f • Created by Independent -%riValty: Yes:"' •' • �� 16708.3 C Design Pro / Smooth Pro / Studio Double (XX) Impact Opaque. b"r'6-0 x 648,, n d 6-0 x 8-0� Fiberglass Inswing and Outswing • • • • Limits of Use Installation Instruction Approved for use in HVHZ: Yes FL16708 R8 II A010873A XX, OPQ SS "Wo(02-09.pdf Approved for use outside HVHZ: Yes Verified B Hermes F. Norero P.F. 737� ' Impact Resistant: Yes Created by Independent TMrH Patty: Yes, • • • • Design Pressure: N/A Evaluation Reports • • • Other: FL16708 R8 AE PER4664.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.4 D Design Pro / Smooth Pro Fiberglass Double (XX) Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R8 II A010874A XX, GLZ SS 2016-08-26.pdf Verified By: Hermes F. Norero, P.E. 73778 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R8 AE PER4440.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.5 E Design Pro / Smooth Pro / Studio Fiberglass Single with sidelite(s) (X,O/ O,X/ O,X,O) Impact Opaque Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R8 II A010875A OXO, OX OP Q SS 2017-02-09.pdf Verified By: Hermes F. Norero, P.E. 73778 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R8 AE PER4665.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.6 F Design Pro / Smooth Pro Fiberglass Single with sidelite(s) (X,O/ O,X/ O,X,O) Impact Glazed Door 9- 0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R8 II A010876A OXO, OX GLZ SS 2016-08-26.pdf Verified By: Hermes F. Norero, P.E. 73778 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R8 AE PER4442.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFUlGK9KQhKmiQLpP5tjNDIMRAg%3d%3d 2/3 7/7/2018 Florida Building Code Online 16708.7 ( G Design Pro / Smooth Pro / Studio Double with sidelite(s) (XX,O/ O,XX/ O,XX,O) Impact Opaque Fiberglass I Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R8 II A010877A OXXO, OXX OPQ SS 2017-02- Approved for use outside HVHZ: Yes 09.pdf Impact Resistant: Yes Verified By: Hermes F. Norero, P.E. 73778 Design Pressure: N/A Created by Independent Third Party: Yes Other: Evaluation Reports FL16708 R8 AE PER4666.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.8 H Design Pro / Smooth Pro Fiberglass Double with sidelite(s) (XX,O/ O,XX/ O,XX,O) Impact Glazed Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R8 II A010878A OXXO, OXX GLZ SS 2016-08- Approved for use outside HVHZ: Yes 26.pdf Impact Resistant: Yes Verified By: Hermes F. Norero, P.E. 73778 Design Pressure: N/A Created by Independent Third Party: Yes Other: Evaluation Reports FL16708 R8 AE PER4444.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes Back Next 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 :: R•fw>d Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to 11' publicJ11'ecords requE%t!@o4hot send ellclrin#c• • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact g 41 7 95. *Pur� a t to Section 455.275 1, Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emal addressef hey haye one. The em li provided may be used for official communication with the licensee. However email addresses are public record. If you dD*i%t•vjrl6to supply a persWVI address Ol"e• • provide the Department with an email address which can be made available to the public. To determine if you are a licensee order Chapter 455, F.S., please click here . Product Approval Accepts: • • • • • • 00*0 Rag p deck '••••• :••••• •••••• • Credit Card .. .. .... ...... ' Safe . . . . ...... http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFU1GK9KQhKmiQLpP5tjNDIMRAg%3d%3d 3/3 JELD-W WINDOWS &EN . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • DESIGN PRO/SMOOTH PRO FULL LITE .... . .. ... 71/2" IMPACTAPPROVED ••• •• b 1 FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) •. • •. • : ... GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 TAS 202-94 • TAS 203-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 5. GLASS MEETSTHE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS BETWEEN GLASS, DECORATIVE, AND EXTERNAL WROUGHT IRON AND RADIUS (SHAPED) LITES. 7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH H OH HEIGHT IS 2 1.0 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 B TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES 2 B TYPICAL ANCHOR LAYOUTS AND NOTES 3 B OPTIONAL 2X BUCK ANCHORING DETAILS 4 8 VERTICAL ASSEMBLIES S B HORIZONTAL ASSEMBLIES 6 B GLAZING DETAILS 7 B WOOD SUBSTRATES 8 B CONCRETE SUBSTRATES 9 B COMPONENTS& BILL OF MATERIALS 10 B COMPONENTS I F x ao Z. 17 3 N =5 4 \ 1 1 3 a 4 z b O g a s 9 ACTIVE o 3?d s 3 Q 5 Z O ? o m 12 / s T TYP. ELEVATION 1 6'4" WOR HEIGHT Do T1 2 TYP. ELEVATION 2 — DOOM Hl— NOTE: DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. MAX. OVERALL DESIGN PRESSURE (PSF) NOMINAL SIZE MISSILE CONFIGURATION IMPACT INSWING OUTSWING WIDTH HEIGHT RATING POS. NEG. POS. I NEG. X 3'-0" 6'-8" 65"ju 658 LMI & SMI X RADIUS 3'-0" 6'-8" 65AB 658 LMI & SMI X T-0" 8'-0" 50A 50 1 LMI & SMI A: SEE GENERAL NOTE 7, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS. B: DESIGN PRESSURE LIMITED TO ♦/-50 PSF WITH USE OF GU HARDWARE, ITEM #27 PREPARED BY: A BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, EL 33004 W1: 19541399aa)B 1954))44-38 WEB: www.bulitlingdrops.com I w -o m ^ m �o LDo mN Z w w 0 W LL ti IL q 1n w m�a �¢ ZZ mg p w \y < a w Q' J W a uj v` J LU o Q� U V) d to K WA t F REMARKS I BY1 DATE d ADA 1111. MP Lack, Radl., U. GL /23/l4 Add GU Hardware LS 24/Ib ```t111111111//!/I `ASS DES F. faPE Ec.r.orgyY9l�zt,�Mno :96)e )igiially signed by Hermes F. Nor—. P season: I am approving this document )ate: 2016.08.26 19:14:23 -04TV DATE: 02.05.14 GL/TJM I SS/MSS SCALE: NTS DWG. a: A010872A SHEET: OF 10 1 . . .. .. . . . ... . . . . . . . . . ... .. .. . . . . . INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM 4AVABLF9 • • •: : 0 • • : • • • SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) WALE BE• • • • • • • CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. • • • • • • • • • • • 000 • • • • • 37 1/2" MAX. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO O.A. WIDTH STUCCO, FOAM, BRICK VENEER, AND SIDING, 3„ TY 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MAT[R4AL • • • • • 000 • • C2 3 TYP. OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR • • • • • • • • MANUFACTURER'S INSTALLATION INSTRUCTIONS. • • • • • • • • • • • _ 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MO w • • • 0 • • • • • JOINTS, EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTOTACE SHELL OF BLOCK. 6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME. AS FOR 2X BUCK i CONCRETE/MASONRY CONSTRUCTION. co w w w ^ ti 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE m ^ FOLLOWING PROPERTIES: Z O 6 O A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55, B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C'J LL 3 Z a v G Z¢ C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH ,�„ Ci O w OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 O ? PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH / OF 2000 PSI. 8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING. 9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED, A2 A2 ANCHOR TABLE 6'8" DOORS 8'0" DOORS ANCHORTYPE ANCHOR S12E SUBSTRATE MIN. EMBEDMENT MIN.EDGE DISTANCE MAX. O.C. MAX, O.C. SPACING AT SPACING AT JAMBS JAMBS WOOD SCREW JI10 2X WOOD BUCK 1-1/2" 3/4" 17-1J2" 17-1/4" OR FRAMING ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4" ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1-1/4" - CMU 1" 17-1/2" 17-1/4" ITW TAPCON 3/16" CONCRETE/CMU 1 1-1/4" 1" 10" 14-3/8" B2 2- d9 X 2 1/2" PFH -- - PFH SCREWS DETAIL B2 TYP. HOPPE/GU 1- BOTTOM SHOOT MULTI -POINT SHOOT BOLT BOLT PLATE PLATE LOCATION SILL SECTION VIEW INSwING3HDWNDD,3W SIMIaR SEE DETAII B3 NG 2- p9 X 21/2" PFH SCREWS DETAIL D2 TYP. HOPPE/GU MULTI -POINT SHOOT BOLT PLATE LOCATION (RH PLATE SHOWN) D2 HEAD SECTION VIEW INSWING SHOWN OOTBAR.G SIM4AR SEE.." DE 1 TYP. ANCHOR LAYOUT NOTE: NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) ONLY. PREPARED BY: I BUILDING DROPS, INC. 398 E. DANIA BEACH BEVO., STE. 338 DANIA BEACH, FL.004 PH: 1954099-8479 FAN: 19541744.4ria wEB. www.Nmm�Raer"P: rwN W En w J p on a g 0 Lu Z 2 � a Q W a 0 =Or En CL m D. Q �Q a cc o W` v; O z Q �s J � LQ.J W; d � REMARKS BY DA 1dd ADA sill, MP Lock, Rados LL. GL 06/2 Add GU Hard— L5 2 AND vvHE Nor BE REPRGOMCED IN WHO E OR PART wRROV I WRHTCN CONSENT OR BUT— DROPS, INC. MTIONS, AEOTCRE , HIGHHGNNNG, OR OTHER MARHNGS TO THIS DOCUMENT ARE NOT PERMED AND IWAI IOATE OURf 11'CAHON. \\ S IF 0�i -O •. SYTfiT F� r O' DATE: 02.05.14 1 GL/TJM I SS/MSS SCALE: NTS DWG. JJ: AO10872A SHEET: OF 10 2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . PREPARED BY: • • • •• • • •• • • • • • • • • • • • • BUILDING DROPS, INC. • • • • • • • • • 398,-1. BEACH EWD., STE. 338 • • • • • • • • • DANIA tlEACI FL 33009 PH 95H39-78 GAg: I98CI)60AT38 WEB: www.EUIldingErops.com 11 w 11 INTERIOR EXTERIOR • • • : E ERI • ITR16R • • • J o $ 4 • INTERIOR EXTERIOR ' ° T o •• • •••o •• S / Ow N o�j R, a �p w W LL N Ln 04 � Mid �tw Ms LN i11 OPERABLE HEAD OPERABLE SILL 4 OPERABLE SILL �4 a aZ. 4 OUTSWING SHOWN -INSWING SIMILAR (} INSWING 4 OUTSWING Z U ENDURA ZAIL4565F AFCO 1-2297 (D w Uj o a wY ti ]INTERIOR REMARKS BY DATE EXTERIOR INTERIOR 7 dd ADA sill, MP Lock, Radius Lt. GL 6/23/3 INTERIOR EXTERIOR EXTERIOR / Add GU Hvd—a LS 8/24/1 10 ANovw[NmBeBi>Boo owwnaeowv:IT ALTERavnN1oG1 wwn[NX—s. HIG UGHTING B R OTHER ER TTO AIgltWli NI ARENG.GBOTNG ABxiNGS LG iHR OIXVBIlNT EDAM OPERABLE ADA SILL OPERABLE SILL 7 OPERABLE SILL N"""R�A w:F[°;'ox m INSWING/OUTSWING 4 INSWING 4 OUTSWING `N\SS`�SiF TlIQ 7j�/,� 4 , ENDURA HC15000 AfCO A-276/P-2000 OPTIONAL AFCO H-097 ro stTdT r o GN� 11 ev� �xf.6Jn:�t`iiaoE� she �� INTERIOR EXTERIOR 8 INTERIOR EXTERIOR 9 DATE: 02.05.14 o DWG. Y: CHK. BY: GL�TJM SS/MSS OPERABLE SILL OPERABLE SILL SCALE: NTS DwG. a: A010872A 4 OUTSWING 4 OUTSWING SHEET: OF10 OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBL4565F 4 I 1 LOCK JAMB �lv OUTSWING SHOWN - INSWING SIMILAR 9 - #9 X 1 3/4" PFH 8 - #9 X 2 1/2" PFH �W/HARDWARE W/ STRIKE HARDWARE (6'-B" & 8'-0" UNITS) 4- MPL STRIKE PLATES 13/@ Q-01 MULTI -POINT LOCK JAMB 5 OUTSWING SHOWN - INSWING SIMILAR ROCKWELL HARDWARE . .. .. . . . .. .. . . . . . . . . . . • • • • • • • • HINGE SCHEDULE DOOR HEIGHT •QUANF16Y 6'-8" • 3• 0. HINGE DETAILATJAMB: •PLACE #S X 2-1/2" PJF6S(REW kIEXT TO WEATHERSTRIP INTERIOR\\ / -� 1- #9 X 2-1/2" PHILLIPS FLATHEAD WOOD SCREW \' 3-#9X3/4"PHILLIPS EXTERIOR` O FLATHEAD WOOD SCREWS 4- #9 PHILLIPS FLATHEAD WOOD SCREWS 17 USE 3/4" LENGTH FOR 6'-B" DOORS USE 1" LENGTH FOR 8'-0" DOORS 3 HINGE JAMB �5jOUTSWING SHOWN - INSWING SIMILAR 13 - #8 X 1 318 PFH (6'-8" UNITS) HOPPE 15 - #8 X 13/8" PFH (8'-0" UNITS) 3 - #8 X 2 FP H COMES W/ HARDWARE W/ STRIKE HARDWARE GU 1- MPL STRIKE PLATE 12- #8 X 11/2" PFH (6'-8" UNITS) GU 14 - #8 X 1 1/2" PFH (8'-0" UNITS) 2-#9X5/8"PFH 21 W/ STRIKE HARDWARE EXTERIOR INTERIOR 5 MULTI -POINT LOCK JAMB 5 OUTSWING SHOWN - INSWING SIMILAR HOPPE/GU HARDWARE • 3 - #8 X 1 1/2" PFH 1-REINFORCEMENT SI100T STRIP 7 GU MULTI -POINT LOCK 5 TOP/BOTTOM REINF.PLATE - ACTIVE PANEL ONLY 4 - 48 X 1 3/8" PFH 1.- REINFORCEMENT PLATE HOPPE #2512296 PREPARED BY: I BUILDING DROPS, INC. 1?a E..--01 BLVO., STE. M OAN�A UFACN, FL 33000 PH:1-111s-an7a fNC 195�PW.IT38 WEB: wwwbWlMNgtlNros.com ° j T � Eri m' d O J '0 J a, C, wLL _ C J S 2 04 Z yF.� 4� Z N G" p N M� O p r. W; F REMARKS BY DA Ad ADA slll, MP Lock, Radius U. GL /7 Add GU Hardware LS /7 xD 1-1 NOT of IsIT WIIfbU[ WPInCN<OHSCNC OE BUNgfN:ON015. NN'. �S �ES F• O ��i 6 HOPPE MULTI -POINT LOCK DATE: 02.05.14 5 TOP REINFORCEMENT PLATE -ACTIVE PANEL ONLY DWG.G. BY: HK. g SCALE: N I f) DWG. #: A010872A SHEET: C 5 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • •• • • • •• ••• •• • ••• • • • • •• • • • • • • • • • • • • • 1" MAX. 1/2" AIRSPACE 1" MAX. 1/2" AIRSPACE 1 MAX' 1/2" AIRSPACE 1" MAX. 1/2" AIRSPACE INTERIOR T T EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR 1/8" ANNEALED GLASS 1/8" ANNEALED GLASS 1/8" ANNEALED GLASS 1/8" ANNEALED GLASS i m 0.090" SOLUTIA PVB INTERLAYER i m 0.090" SOLUTIA PVB INTERLAYER i SOLUTIA PVB INTERLAYER 0.090" SGP INTERLAYER 1/8" TEMPERED GLASS i 1/8" TEMPERED GLASS WO0.090" f 1/8"TEMPERED GLASS z m BY DUPONT 1/8" TEMPERED GLASS N DOW 1199 SILICONE DO N S DOW 995 SILICONE DOW 995 SILICONE DOW 995 SILICONE DOW 995 SILICONE 22 22 23 24 RED]-SEALIN REDI-SEAL DOW 995 SILICONE DOW 1199 SILICONE (a)6'-8" GLAZING DETAIL (Z)8 1 —0 11 GLAZING DETAIL r3f-� FLUSH GLAZE DETAIL 4 GLAZING DETAIL 6 20 1/2" MAX. D.L.O. WIDTH 6 201/2" MAX. D.L.O. WIDTH 6 23 7/8" MAX. D.L.O. WIDTH 6 FOR OVAL, SUNBURST, AND ROUND TOPS 62 1/Z" MAX. D.L.O. HEIGHT 78 1/2" MAX. D.L.O. HEIGHT 78 7/8" MAX, D.L.O. HEIGHT IN 6'8" UNITS AT DP+/- 65 PSF ONLY NOTE: FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS BETWEEN GLASS, DECORATIVE, EXTERNAL WROUGHT IRON AND RADIUS ARE APPROVED IN ALL GLAZING DETAILS SHOWN ABOVE. PREPARED BY: I BUILDING DROPS, INC. 398 E. OANIA BEACII BLVD., STE. 138 DANIA BEACH, FL 33004 PH. 1954I3993478 FA%: (954)744.4738 w...e"amDp.DP:.TDIN J -o m � F p n C L.Q Q 4 I, W e N cr m2C. m O V) V) Z. _ o 0 jW Wa r REMARKS BY DA ,dd ADAsIIL MP Lock, Radius Lt. GL /2 Add GU Hardware LS /2 ND SNALLNOT BE REPRODUCED IN WHORE OR PART WITNOHi WRITTEN CON Ell OF BUILDING DROPS, INC. NIGHLIGH UNG, OR OTHER AXIDD ARS TO THiSDOCUMENT ARE NOT PERMITTED AND ATIDN. \\0111LL1111'/// DATE: 02.05.14 DCHK. Y: WfiI SS MSS SCALE: NTS DWG, a: A010872A SHEET: OF 10 6 MIN. EDGE DIST. SEE TABLE SHEET 2 W d s„ � :��J/--2XWOOD BUCK Ww sW c� WOOD ANCHOR SEE TABLE ON SHEET 2 1 HEAD (TYPICAL) vOUTSWING SHOWN - INSWING SIMILAR OPERABLE SILL 7 OUTSWING - NO ANCHOR REQUIRED AFCO J-2297 :::�� 2x ••• 1 g OPERABLE SILL 7 OUTSWING - NO ANCHOR REQUIRED AFCO A-117 p OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . 2% WOOD BU•K • • • • • • • • • •• • • •• • • • • • • • • • • • • • V~i • • • • • • • • • WOOD"ANCROR • • • • • • o a SEE TABLE ON SH E ET 2 SILICONE 00 0.25" MAX. 2X WOOD BUCK SHIM MIN. EMBED. SEE TABLE SHEET2 2 JAMB (TYPICAL) 3 OPERABLE SILL 7 OUTSWING SHOWN - INSWING SIMILAR 7 INSWING - NO ANCHOR REQUIRED ENDURA ZAIL4565F SILICONE SILICONE 2% WOOD BUCK 2% WOOD BUCK OPERABLE SILL _ OPERABLE SILL INSWING - NO ANCHOR REQUIRED OUTSWING - NO ANCHOR REQUIRED AFCO A-276/P-2000 AFCO H-497 SILICONE SILICONE 2X WOOD BUCK 2X WOOD BUCK g OPERABLE SILL (a OPERABLE ADA SILL 7 OUTSWING - NO ANCHOR REQUIRED 7 INSWING/OUTSWING - NO ANCHOR REQUIRED ENDURA ZOBL4565F ENDURA HCI5000 PREPARED BY: lis, BUILDING DROPS, INC. 3se E. DANM B-1 •LVD., STE. 33B — Fl— P. 11S(IJ44.4138 wre: www.eDuamgaropRrom o � �y m ° ' d k� w wa�a Tq ~oa mid? m LA a o O Z: w w O �R} W REMARKS BY DATE Add ADA sill, MP Lock, Radius Lt. GL /23/14 Add GU Hardware I LS /24h wND SHALL NDr aE READpK(D M-Ox R.Br rHourwwrrix coxsixr a •uawxD uRDn, wc. Anw4s, ADwraxs.sRT—IDT K oRoma MPR'aWRGS iD rMi OD6EM x RERMrrifD AID ixv.m Rni+i rn4. ``` 11111JJJ222'' �� DES F. DATE: 02.05.14 DWG. Y: CHK. Y: GL/TJM I SS%MSS SCALE: NTS DWG. JI: A010872A SHEET: OF10 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • • • • • • • • MIN. • • • • •///''' 1WWOIDD 9JCK • • EDGE DIST. • F- 7 • • (OPTIONAL) • • SEE TABLE SHEET 2 _ ! . a� . /�• • • • • • • • • • • • • � � w CONCRETE ANCHOR o F SEE TABLE ON SHEET 2 N• vxi CONCRETE/ .'i. • • • • '.'•� w • MASONRY • • • • • • z a• BY OTHERSj. •. • • • • �1X 'A WOOD BUCK .. , (OPTIONAL) 0.25" MAX. SHIM CONCRETE ANCHOR SEE TABLE ON SHEET 2 CONCRETE/MASONRY BY OTHERS MIN. EMBED. SEE TABLE SHEET 2 HEAD (TYPICAL) JAMB (TYPICAL) 8 OUTSWING SHOWN - INSWING SIMILAR 8 OUTSWING SHOWN - INSWING SIMILAR SILICONE d d Q d a CONCRETE/ MASONRY BY OTHERS 4 OPERABLE SILL 8 OUTSWING - NO ANCHOR REQUIRED AFCO J-2297 SILICONE ,4 d e d C CONCRETE/ MASONRY BY OTHERS g OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED AFCO A-117 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. SILICONE d d � d O CONCRETE/ MASONRY BY OTHERS (�C) OPERABLE SILL 8 INSWING - NO ANCHOR REQUIRED AFCO A-276/P-2000 0 SILICONE d d � d O CONCRETE/ MASONRY BY OTHERS 9 OPERABLE SILL 8 OUTSWING - NO ANCHOR REQUIRED ENDURA ZOBL4565F SILICONE CONCRETE/ MASONRY BY OTHERS 3 OPERABLE SILL 8 INSWING - NO ANCHOR REQUIRED ENDURA ZAIL4565F SILICONE d d Q d a CONCRETE/ MASONRY BY OTHERS OPERABLE SILL '$ OUTSWING- NO ANCHOR REQUIRED AFCO H-497 SILICONE r� q d. Q d O CONCRETE/ MASONRY BY OTHERS OPERABLE SILL Q �OUTSWING/INSWING- NO ANCHOR REQUIRED ENDURA HCI5000 ADA PREPARED BY: /Z BUILDING DROPS, INC. 398 [.M . smH 81c, 51E. 338 —A—H,FL3— PH:1954139T8418 rax:lsxl�aa.a>3a wEB'. www.bult9ing9rnps.com � zj oe m p ry � � N Cb ONJ+m m y C) � < � a � x pq F- �U N a w : Z Or w�w lZD U V w o z O Wi REMARKS I BY1 DATE tld ADA sill, MP Lock, Radlus Lt. GL /23/19 Add GU Hardware LSlow9/16 DATE: 02.05.14 DWG. V: CHK. BY: G� TJM SS/MSS SCALE: NTS DWG. s: A010872A SHEET: OF10 8 BILL OF MATERIALS ITEM# DESCRIPTION MATERIAL 1 FRAME HEAD/JAMBS FINGER -JOINTED PINE SOLID PINE LAMINATED VENEER LUMBER COMPOSITE 2 (NOT USED) - 3 (NOT USED) - 4 ENDURA ZAIL4565F THRESHOLD - 5 AFCO J-2297 THRESHOLD - 6 AFCO A-276/P-2000 THRESHOLD 7 AFCO H-497 THRESHOLD - 8 AFCO A-117 THRESHOLD - 9 ENDURA ZOBL4565F THRESHOLD - 10 ENDURA HC15000 ADA THRESHOLD - 11 WEATHERSTRIP URETHANE FOAM & POLYETHYLENE 12 NON -COMPRESSION SHIM (0.25" MAX. THK.) COMPOSITE 13 (NOT USED) - 14 (NOT USED) - 15 #10 WOOD INSTALLATION SCREW W/ 11/2' MIN. EMBEDMENT STEEL 16 CONC./CMU ANCHOR jSEE ANCHOR TABLE SHEETS 2 & 3) STEEL 17 BUTT HINGE (SEE SCHEDULE SHEET 5) STEEL 18 KWIKSET LOCK SERIES 400 STEEL 19 KWIKSET DEADBOLT SERIES 780 STEEL 20 ROCKWELL MULTI -POINT TONGUE LATCH # 73228768 6-8 UNIT ROCKWELL MULTI -POINT TONGUE LATCH #732287808-O UNIT STEEL 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL 22 ODL LITE KIT (LMI) 5063-T6 ALUMINUM 23 FLUSH GLAZING LEG FIBERGLASS 24 ODL LIPUTE KIT (RADIUS UTES) PC ABS 25 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH #8784091 STEEL 26 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH #8783923 STEEL 27 GU SECURY S-BOLT MULTI POINT STEEL ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . • • • • • • • • • • •• • •• • • • FQAME HjAQ/JA1rBS • • • n� ENDURA ZAIL4565F • WIRIES, SEF•BO&1 AT iEFT • • J `4 THRESHOLD to •• •• •• • • •• •' • • • • • • 4.5". • • --•--� 4.•63' • •• ••• • • • • • •• OAFCO J-2297 5 THRESHOLD L Y' 5.62" -{ OAFCO H-497THRESHOLD — 4.62" OENDURA •: THRESHOLD O• ••- THRESHOLD OAFCO A-117 THRESHOLD v 4.58" OENDURA HC15000 ADA 10 THRESHOLD 5.00" �o PREPARED BY: /Z BUILDING DROPS, INC. IN E. D.ANN BEACH BLW.. STE. 3M o ABEACH,FLJJW `H'(9 )39B-B4)4 <%: IssAl'. s' a WEB: wxw.bullein8dmps.com W J a A LLJ a a � cc Q ap LL 5=� Ica O and m C � Z; i zU a W' Ln h W z W Z yyik d MHr. p"0 O U REMARKS BYJ DATE tld ADA sill, MP Lock, RadWs U. GL /23/14 Add GU Hardware Ls /240 lL.1 BE BEMop3 o"""MPs., vATNOU1_TEN COHSENI Or WILLING OBOPS. WC. ALiE-1,AO—S. HIGHLiGM oB OTHEB V.—To TH5 DO —T MEw 1PEAN H)A- DATE: 02.05.14 DWG. Y: CHK. Y: GC/fJM SS_ MSS SCALE: NTS DWG. #: A010872A SHEET: OF 10 9 20 ROCKWELL MULT-POINT LOCK O O 9 0 O 000. 0 O 0 0 • = o O ,a 0 (:Do 0 0 0 0 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • • • • • • • • • • • • • • • • • • 21 fIOPPE VM-POINT LOLV • • WJ SILL SHOOT BOLT PLATE #2098911 _{® 0-OI4 o 9a ro 27 GU SECURY S-BOLT MULTI POINT I — _i j • = c 1- d o O °im HANDLE; _ C. HEIGHT ; �-� PREPARED BY: /Z BUILDING DROPS, INC. 3% E. DANIA BEACH BEVD., STE. 338 DANIA BEACH, FL 33W4 PH19-99-9- -19941]40 IM wee-.ww-remedrAP, w � ae Q p21 cc wLLa� ~Oa O m�a J Ms �G �d ? a Z a Q Ln w Z O O O � V REMARKS BY DA add ADA sill, MP Lock, Radlus Lt. GL /2 Add GU Hardware LS 8/2 S1F u� ' E..••,L. -D s(rAT r DATE: 02.05.14 DWG. Y: CHK. BY: GL/TJM SS/MSS SCALE: NTS DWG. a: A010872A SHEET: OF 10 10 398 East Dania Beach Blvd. BUILDING DROPS Suite338 A Perfect Solution in Every Drop! Dania Beach, FL 33004 954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Design Pro / Smooth Pro Fiberglass Impact Approved Glazed Doors For use in the High Velocity Hurricane Zone (HVHZ) for sees . . sees Florida Product Approval ' sees.. sees.. .. Report No. 4438.1 • sees.. sees.• sees sees.. sees.. Current Florida Building Code 'seee sees. •e;;;� ee;e.. sees sees sees.. Method: 1— D (Engineering Egarua#ion). '• Category: Exterior Doors • •�•;;• ; • e""' Sub — Category: Swinging Exterior Door Assembllej• • • •; ' Product: Design Pro / Smooth Pro Fiberglass Impact Approved Glazed Doors For use in the High Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 3'-0"X 6'-S" (Nominal) 3'-0" X V-0" (Nominal) Prepared for: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 11/15/2017 Contents: Evaluation Report Pages 1-4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.11.17 10:27:09-05'00' F• O O 7 T T i ONAk- HermesrfirllIHr�rto` P.E. Florida No. 73778 BUILDING DROPS 4 5/2017 A Perfect Solution in Every Drop! Date: 1 Certificate of Authorization: 29578 Report Noo:: 4438.1 .1 Manufacturer: JELD-WEN, Inc. Product Category: Exterior Doors Product Sub -Category: Swinging Door Assemblies Compliance Method: State Product Approval (1)(d) Product Name: Design Pro / Smooth Pro Fiberglass Impact Approved Glazed Doors For use in the High Velocity Hurricane Zone (HVHZ) 3'-0" X 6'-8" (Nominal) 3'-0" X 8'-0" (Nominal) . . .... ...... Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73"8) for JELtX-rjE j Inc. • based on Method 1d of the Florida Department of Business and Professionjl 12j4u`lation - Flo'rida Building Commission. • .... ..... Hermes F. Norero, P.E. does not have nor will acquire financial interest in thes.T >,pany. .... • manufacturing or distributing the product or in any other entity involved in'fhApproval'ptote �ss of •••••. the product named herein. • . • This product has been evaluated for use in locations adhering to the currenlui'Porida Buildipg.Code. �••••� See Installation Instructions A010872, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing A010872 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A010872 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS 4 5/2017 A Perfect Solution in Every Drop! Date: 1 Certificate of Authorization: 29578 Report Noo:: 4438.1 .1 Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through National Accreditation & Management Institute (FBC Organization #QUA1789). Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201-94 • TAS 202-94 • TAS 203-94 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization # TST1589) Report # Report Date: NCTL-210-3924-01 12/18/13 . 6066 • • NCTL-210-3925-03 02/07/14 �•�' : 0 • • 0 0 • • ..� �• NCTL-210-3916-02 w/ addendum 06/10/14 •••;•• ••: ....:. NCTL-210-3930-01 02/24/14 """ NCTL-210-3930-02 03/10/14 • • • ...... • TAS Report Engineer of Record: Gerard .... J. Ferrara, P,.�e••� . ..... ��• Report # Report Da=e+: •� ,' SJW2013-194-TAS w/ addendum 06/10/14' ;�� ••••:� SJW2013-208-TAS 11/13/13: •�� ' ;•�••; TAS Report Engineer of Record: Kevin P. Tyra, P.E. �� ••�••. ' Report # Report Date: SJW2013-230 11/26/13 SJW2013-231 12/03/13 SJW2013-251 12/23/13 SJW2013-252 12/23/13 SJ W2013-253 12/23/13 SJ W 2014-03 2 04/2 2/14 SJ W2014-073 06/26/14 SJ W2014-077 06/27/14 SJ W2014-072 06/27/14 SJ W2014-080 07/03/14 TAS Report Engineer of Record: Robert H. Zeiders, P.E. Report # Report Date: SJW2016-006 02/22/16 TAS Report Engineer of Record: Harold E. Rupp, P.E. Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS Date: 1 A Perfect Solution in Every Drop! Report No:o: 4438.1 4438.1 Certificate of Authorization: 29578 2. Quality Assurance Entity National Accreditation & Management Institute (FBC Organization #QUA1789) 3. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA, Inc. ASTM E84 Report#: 3113726SAT-001 R1 Report Date: 03/13/09 4. Component Material Testing of Fiberglass SMC Skin Element Materials Technology ASTM D635, ASTM D638, ASTM D1929, ASTM D2843, ASTM G155 Report#: ESP010982P Report Date: 02/26/13 •••• 5. Material Certifications ' • �••••a Miami -Dade County RER — Product Control Section AbA "'. Current NOA for Solutia PVB Interlayer (Saflex by EWVMChemica b6d ) Current NOA for SGP Interlayer by DuPont (SentryGla%by Kuraray Arrlerica) 090000 ...... Installation: 1. Approved anchor types and substrates areas follows: ...... )•..• •.!••• Through Frame Installation: •••••• • .' . . . • A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #id Wod Scresrt�ya. •••••• installation anchors of sufficient length to achieve a minimum Leaped rent of1.50" into:....: the wood substrate. • • 0*0000 see* B. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon or''/." Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon or X" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (A010872) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (A010872) for design pressures based on size & configuration of door units. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 RECEIVED MIA AMI-DWDE JUN 14 2018e MIAMI—DADE COUNTY, FLORIDA +baiAWAAM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315--2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/economv Lawson Industries, Inc. 8501 NW 901 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER—Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "La PorteG° 814" Outswing Glazed Aluminum French Doors — L.M.I. APPROVAL DOCUMENT: Drawing No. FD-2003 Rev G, titled "La Porte —Impact French Out —Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 and last revised on Nov 21, 2017, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami —Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) charts VS door sizes and glazing in sheet 2. See lock option VS DP in sheet 3. 2. See glazing details in sheet S. For the glazing detail #2 (The 1/8 temp lite is oriented at exterior side in insulated laminated glass make-up). 3. Applicable door egress requirement to be reviewed by Building official LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #17-1212.09 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. APPROVED NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: Jane 07, 2018 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.11-0202.03) 2. Drawing No. FD-2003, titled "La Porte —Impact French Out —Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "G", dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11-3201, issued on 01/06/2011, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09 2623, BETI-09-2645, HETI-09 2624 and HETI49-2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10--0128.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HETI-04-1896 A, BETI-04-1896 B and BETI-04-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 04-0607 04) 4. Test reports on: 1) Tensile Test, per FBC, ASTM E-8 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02—TO95 and HETI-02—T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 03-0219.01) Is ag I. Chanda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI42-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI- 02- 1763 and HETI42-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz— Seda, P. E. (Submitted under NOA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No.10-0128.04) 2. Glazing complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14- 0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No.14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 5th Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC- 2010 and AAMA 10l/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.12-012 723) Ishaq f Chanda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 E-2 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No.11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.11-0202.03) 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09 2623, HETI-09- 2645, HETI-09-2624 and HETI-09-2646, issued by Hurricane Engineering & Testing, Inc., dated 10/22/09, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HETI-04-1896B, HETI-04-1377, HETI-02-T095, HETI-02-T090, HETI-02-1253, HETI-02-1726, HETI- 02-1728, HETI-02-1736, HETI-02-1742, HETI42-1763 and HETI-02-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 13-0328.11, issued to Lawson Industries, Inc. for their Series "La Porte 81--0" Outswing Aluminum French Doors - L.M.I.", approved on 06/06/13 and expiring on 06/05/18. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. FD 2003 Rev G, titled "La Porte -Impact French Out -Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 and last revised on Nov 21, 2017, signed and sealed by Thomas J. Sotos, P. E. Note: This revision consist of editorial changes of FBC 17 (6 h Edition) code compliance and update of glazing interlayer. B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq I. Ch nda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc.(Former E.I. DuPont DeNemours) for the "Sentry Glass ® clear & white interlayer", expiring on 07/04/18. 2. Notice of Acceptance No.16-1117.01 issued to Kuraray America., Inc. for their "Trosifol Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (61b Edition) and "No financial interest" dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. G. OTHER 1. This NOA revises # 14-0908.07, expiring 06/05/18. 3. New Evidence submitted. A. DRAWINGS 1. Drawing No. FD-2003 Rev G, titled "La Porte —Impact French Out —Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 and last revised on Nov 21, 2017, signed and sealed by Thomas J. Sotos, P. E. Note: This revision consist of "No change". B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS (submitted under file #17-1212.09) 1. Statement letter of conformance to FBC 2017 (6t6 Edition) and "No financial interest" dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. 2. Lab compliance as part of the test report. G. OTHER 1. This NOA renews NOA #17-1212.09, expiring 06/05/23. Ishaq I Chanda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 E-4 WACT FRENCH OUT -SITING DOOR HILL OF MUTERLAIS rrXM 0 DWG t PART / I RRQD. DZSCRIP80N •EVARIS I L-901 LII-098 1 FRAME HEAD 6063-T6 ALUMDNM 2 L-902 Lit-097 1 FRAME SILL 6063-T6 ALUMINUM 3 L-903 1.11-090 2 FRAME JAMB 6063-T6 ALUMINUM 1 L-904 LI1-096 2 SIDELITE JAMB ADAPTER 6063-TS ALUMINUM 5 L-906 LIT-092 2 x panel PANEL TOP a BOTTOM RAIL 6063-T6 ALUNIN M 6 L-907 LII-091 I x Panel HINGE STELE 6063-T6 ALUMINUM 7 L-905 LII-094 1 x panel LOCK STILE 6063-T6 ALUMNUM e L-909 LII-095 2 x Panel TOP A BOTTOM RAIL ADAPTER 6063-T5 ALUMINUM 9 L-911 LII-085 AS REQ'➢. 1/4 ROUND ALUM READ - 7/16' 6063-T5 ALUMINUM 10 L-912 LII-087 AS REQ'D 1/4 ROUND ALUM. BEAD - 3/8' 6063-T5 ALUMINA U FD-624-2 L-908 2 x panel MINCE LEAF ASSEMBLY 6063-TS ALUMINUM 12 VVS-0Ol TP 3266 AS REO'D. Butt Vinyl WtVP-Tenn Plastics, Inc See Material Composition at Sheet 6 13 PVS-001 AS REOD, WTS'P. 0 TOP/BOTT, RAILS Schlegel FS - .187'w. X .210'h, 14 PVS-002 AS READ, VTSR. 8 FRAME HEAD 6 JAMB Schlegel PS - Je7's. X .330'h 15 L-910 U!-OB9 2 x panel STRIKER MOUNTING PLATE 6063-T3 ALUMINUM 16. FD-619 FD-619-1 2 x panel STRIKER PLATE 6063-T5 ALUMINUM 17 FD-631 LII-086 AS REOD. GLAZING ADAPTER 6063-T6 ALUMINUM! 1B NC-001 SF-5502 2 x Panel DELTA FLUSH BOLT (0 TOP s BOTTOM OF LOCK STILT) 19 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET KVIKSET - Series 690T COMBO 20 FD-621-2 -024/025 1 SET ➢OM LOCK / DEAD BOLT SET SCHLAGE - Series F3350 COMBO 21 FD-621-2 14C-024/025 1 SET DOOR LOCK / DEAD BOLT SET DEFIANT - S■rles 831 COMM 22 w FS-035 AS REO'D Frame inst.1L Screw - Head CSee No. at sir eI 4 of 6) 23 • FS-035 AS REQ'D. Frame Instal. Screw- Jomio/SRt (See Notes of sheet 4 of 6) 24 ■ FS-026 8 FRAME ASSEMBLY SCREW 012 X 3/4' PH-PHL 25 • FS-012 AS REQ'D JAMB ADAPTER SCREW R10 X 3/4' PH -PLO. e6 FD-634 1.11-171 AS REQ% L4 ROUND ALUM, BEAD - 11/16' 6063-n ALUMINUM e7 r FS-043 8 GLAZING ADAPT. ATTACH. SCREW N8 X 1 1/4' FM -PHI. 28 • FS-049 2/Panel Double Rat Assembly Screw 3/81x2 1/4' Hex Screw R Nut 29 r ■ AS REO'D. NEUTRAL CURE SILICONE SCMee-Morehead SM-5721 30 r . AS REWD. NEUTRAL CURE SILICONE no. CorrkV 999 31 ■ • AS REQ'D, NEUTRAL CURE SILICONE Tremico S-500 32 AS REWD. Laminated Glass see Pg. 5 Dupont - Sentry Glass Plus 33 • ■ AS REWIX Laminated Glass see Pg. 5 DuPont - PVB 34 • AS REQ'D. Laminated Glass see Pg. 5 Soflex - PVB 35 r NC-002 2/Ponel PANEL ASS'Y ALUM. PLATE 1 1/2'x 2'x 1/6' (6063-TS ALUM.) 36 a MC-004 2/Panel Panel Ass'y Full Lenght Rod 3/8'DI-EVIL Rod, Plate, Flange Nut 37 ■ FS-011 8 HINGE ATTACHMENT SCREW N10 X 3/4' PA / PHI. 38 r FS-044 I 12 SIDELITE ATTACHMENT SCREW s10 X P PH/PMIL. - (17. TIC M-) 39 HC-006 050BG1 6/Jamb 1/2' IXa. Hole Plug - Nylon 6-6 MIFROPLASTICS - Rockwett M-79 40 HC-007 62PPOS73M 2/Panet 7/9' DI.. Note Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 41 HC-Mo 1/BOLT FLUSH BOLT SRI Plug - Mytm 6-6 SUNCOPLASTICS Inc, Rockwell M-79 42 L-913 LEI-086 AS REG'D, 1/2 ROUND FALSE ALUM. "TIN 6063-T5 ALUMINUM 43 r AS REG'D. INT FALSE APPLIED MUNTIN 1E5' X .OW STOCK ALUMINUM 44 L-915 F➢-623 As REG% FRAME HEAD SHEAR PLATE 6063-T5 ALUM" - 4' long 45 L-916 1.II-117 AS REGIM FRAME LOW SILL - OPTIONAL 6063-75 ALUMINUM 46 FD-635 14C-O50 1 TWO -POINT FLUSHROLT LOCK CPTMNAL ( FOR +/- 76.0 psF DP) 47 FD-626 FD-626-1 2/Panel FLUSH BOLT GUIDE ALUM. ANGLE 1 I/2'x 1 1/E'x 1/Gr Al- 6063-T5 48 FD-627 F1427-1 2/Panel 2-Polnt Lock Rolt Guide ANGLE 31x 3'x 1 1/2'x 1/8' At m 6063-T5 49 r • AS REG'D, Joint Sealant- White Colored 'Purvis Co.' Super Seal 50 FD-630 NC- 1 SET I = ACTIVE HANDLE s TRIMSET ASHLAND OVS201A-A 51 FD-637 HC- 1 SET MULTI-POMT LOCK ACTIVE ASHLAND 0V5110-STACT3 52 FD+640 He- 1 SET LOCK PASSIVE HANDLE s TRMSET ASHLAND 0V52CIA-P 53 FD-639 HC- 1 SET MULTI-POMT LOCK PASSIVE ASHLAND OWSUa-S7PAS4 54 FD-641 HC- e x panel Nulti-Point Lock Bott Guide NYLON 6-6 RockeHt M scale 79 55 • FS- 4/Gulde t Guide Attachment Fastener R6 % 112' PA/PHIL 56 FD-642 NC- 1 x Lock LOd< Top Mount Adapter NYLON ADAPTER 57 FD-643 NC- 1 x Lock IL..k Bottom Mount Adapter NYLON ADAPTER J a) J LN �= �� yy 2N 27: �'A ytU z0a S J n = P P a rc u. � nitllwn asaNlwMfo w monPM4 w1iN 4k A�Re#e;��, lt-oSa .oC 6spi)r)atis• / .S ey lL �. to Ayeml l45 1/2' Max Unit Width Sideitte anchx wpaaMnp Swing 13/ WMt h 3MthY ■� Pane! Width ' ( 33 13/16° max, ) p (35 3/16' nax. 1 5' � 10 SEE 3 ALTFAHATE BOLT 6OPT 3NS AT SHEET/ \ 2M5' Max. TIED Width D % Active Inactive m= % lCJ OD a zj__ Sidelite` o . = X Sidelite mZ Ito B 2 3 TE I10LT - AT SHEET 1 3 else ANCHOR NOTES' 5 6• ro 6. 1. SEE ELEVATION AT SHEET .1 OF 6 FOR (at sidelite) ANCHOR O.C. MAX. SPACING AND LOCATIONS. 3M ( 12 3/vo 4 4 12• ( 4 x a /4 3/4' 2. SEE SHEET 4 OF 5 FOR INSTALLATION acilve PaneU hncilve pnneU XQM am* anah- adg FASTENERS SAME 5 °t lceme I)e.a & will "0XX0" 3. ANCHOR ACING 0 FRAME HEAD & SILL EXTERIOR ELEVATION SlQi�$: 1). QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). NOTES 2). QUALIFIES UNITS KITH AND WITHOUT SIDEUTES 1). THIS PRODUCT IS DESIGNED AS PER FLORIDA BUILDING CODE (2014-Sth EDITION & 3). MAX PRAMS SIZE 145 1/2'w. 1 96 3/4'h. OISO 2017 - 6th EDITION), 4). RYT & INT FALSE COLANLAL MUNTIN APPLIED W/SILICONE. 2). GLASS MEETS REQUIREMENTS OF ASTM-E1300 AS PER CHAPTER 24 OF FBC CODE. 6). QUALIFIES SINGLE OR DOUBLE BOTTOM RALS 3). 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 6). MAIL DAYLITH OPENING WIDTH = 25" TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL 7). MAX DAYLITS OPENING HEIGHT = 83 1/8" 4.). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON 8). SEE ELEVATION AT SHM 1018 FOR ALAS_ ANCHOR SPACING DRAWING DETAILS. ANCHOR EMBEDMENT TO 845E MATERIAL SHALL BE 9). ALL 1NMENSIONS SPECWIED ARE IN INCHES BEYOND WALL DRESSING OR STUCCO. 10). NO HURRICANE SHUTTERS AU REQUIRED 5). SEE NOTES ® SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS PRONXiTALNIM ARE NOT PART OF THIS APPROVAL as ae YrY wRera LIMIT T14: ONS: iMWRCsia Astrpaeee Ne l?-/2/2.O�j i). MAX. DP - t86 PSF W/ (4) Surface Dots & Glass Types A. B. C & C. EY&•r■• ■JIYDf�2S�yZaS (SEE LOCATION DETAILS ® SHEET 3 OF 6) 2). MIN(. OP - t76 PSF W/ 2-Point Lock (octive)+ (2) Surface Bolts at Inactive br, 1•l �,.,r>. 3). MAX. DP - t76 PSF W/ Flat SAI & must tx used where water infdtmtion is PROFESSIONAL BNI.'Q1JUER ytw&ret Gsdrsl not required or opening is protected by overhang ratio greater than one. FL LAC. 6 11 6828s 4). MAX. DP - t86 PSF W/ Multi -Point Lock (1-active)+(1-passive) at Inoctive 4_ . , Oj �i� • • �� - ,�•'• O IterLion Natq: 8501 NW 90th St L A W S �N MEDLEY, FLORIDA 33166 Rsmleed to camtpty w/ ►BC2o07 A added taanl•Led GLp 01/E2/10 Ashisnd Malt -Point Loch Ol /27/11 C . (305) 696-8660 0 : t i Reriesd to comply w/ 2010 FBC MANUPAL71ZIM OP QU41JI7 ALT/ATINUY if7NDOYS AND "ASS DOARS 2 Remised to comply w/ 2014 FBC N.,.. e..t fm.A yym.sm smmyL* - RewiWA to comply w/ 2017 FBC MOA APPROVAL WPAOT FRENCH DOOR r aF s a E of 4. 1twAi ' NelsaD Erna , 11 a j ; "LaPorte" Impact" French Out -Swing Door sm.mm iv Ask 14ww.x fiv'r i �• Natwo. Er-01/20/12 'E t�t�4? m e '•• A wN r Dn•mky N n Mw: FD-2003 310 Y4fth ,� $ Pan�il VMth �" of fi AST E 3 35 3/16/16 m" nx.� t25, t 1 II �_ p A tlII Naxg@dDLD O C D is 0 ; ao 11 N g zoA e H t n \ /\-OPTIONS Mae T "OXO" ELEVATION M. 145 1/2' Max Lk* Width SEE ALTFIOMTE BOLT Side iteBONS AT SHEET Swirl 9 tC tmax, max. 33P13 16 A C 35 3/16' S II 'I � Max VIOt IC y yX; xF1 N etive fir! Active N $ T IN .�• '/ Ila N P __ __ SEE XTEAIMTE BOU-' pnONS AT SHEET "OXXO" ELEVATION ANCHOR NOTES 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. 5 EET 4 OF 6 FOR INSTALLATION SEE KSIEANM7E BOLT \ � 5EE ALTERINTE BOLT OPTION 511FET OPf10N5 AT SMEE7 "OX" ELEVATION 6 "X" ELEVATION 3fS "0" ELEVATION APPROVED CONFIGURATIONS NOTES. 1. ALL ELEVATIONS AREA GRAPHICAL REPRESENTATION VIEWED FROM THE EX773tI0R SIDE 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL OR DOUBLE BOTTDM RAILS. 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. ® lMiUCT EKN<VYW IN Pvgwkb41s#%do • Accgn-oe Nk (GSD 06 E1WnBOs 9AYeff 'i.POOKCrIlmm WwdI d*r.uW �� AsmpheteN6 1 •O�! Qp BL RA IL C�InI -r IDsuleted G1aa9P01,;z 0 �� w �F• ;Osy!.w • e Asktend Must -Point Lock 01/27/11 ReIiwd to -amply / 2010 FBC Reused to a Vly w/ 2014 FBC it Z Retbed to rnmpty w/ 2819 MC OF ��` ti1ii A` NeLoa Eraso O 11/0 O LP.. Nelsoa praso % 'LPorte' IMPACT FRI47CH ODTSMG DOOR - D=GN LOAD CHARS P11�. 1®ffi/1�8T (>K�) ND103� CRORS /)� OP GLA99 TYPE '1' k 'R' 4/-(PB7) PING. TIM �� DP ( P9P ) GL� STPR 'B' �/'(PSP) GLLSS THE 'C' +/-(PSP) GLASS T"Z 'D' WMM • ®Gel • 11M7R • 10 1/4' 16 1/4' 22 1/4' e8 1/4' 30 1/4' 34 1/4' 77' w�5) 5 +86.0 11 3/IW ±76.0 _±76.0 +76.0 5 +86.0 17 3/16' +760 +76.0 ±76.0 5 +86.0 23 3/16' +76D ±76A +760 5 ♦86D 29 3/16' _176.0 +76D _+76.0 5 t86D 31 3/16' t76.0 t76.0 ;76A 5 +86.0 35 3/16' +76.0 +76.0 +76.0 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4. 93' ■(6) 6 +864 It 3/16' _+76.0 ±76.0 +76.0 6 +86.0 17 3/16' +76A *76A ±76.0 6 +_86.0 23 3116' +76.0 +76A +76A 6 +86D 29 3/16' +76.0 +76.0 +76A 6 +86.0 31 3/E6' _±76.0 +76.0 +76A 6 +06.0 35 3/t6' +76.0 ±76.0 +76.0 ouu+ea, vue. ' D PAREMNEgS INDICATErj OF ANCHORS AT fM11E JIMB. NW 90th LA WS ON MEDLI EY, FLORiDAt33166 I (305) 696-8660 MANOFACTURBR OF ODAt1TY It01LPDM YLVDO IS AND ¢SASS D04XS .0 a..s rev 41we r ear' S..4ylra4.r re...sA..c OA APPROVAL MPACT FRENCH DOOR ] Of 6 "La Porte" Impact" French Out -Swing Door Mn.. erw." a'W In..a.r. lw4.W. AwwL• FD-2003 G TAPCON W/ NW EMBED OTES BELOW FOR SPACING) 2AAME T.)WOOD BUCK /4' MAX SHIM TYP. JU' Skletite MULLION '•,_ DLO Width Panel eW 14 Width 1} D MIN EMBED.YP TYP O O to Active D1 90>P Inactive Active D71�8 me Innctive 18 18 � r -� B15SWit 8m& E3 L_J L_J LOCK STILES WITH PLUSH BOLT LACK STILES WITH TWO —POINT LOCK & FLUSH BOLT Dn=OR SIDE EXTERIOR SIDE 2' Slit SILL, Height s t.• .E;4' '+•1 }'•NDJ EMBED. INTO T.� • 3500 PSI COW. (TYPJ 5/16• ELCO TAPCON W/ 1 t/4. 1 1/E' HIM EMBED (,W EDGE DISr.) (SEE SHEET, I OF 6 FOR LOCATION AND SPACING) PRODUCT AGvanM 0c Pbrft wMi!e floAtr Me Etph•Mo■ 3 5/16' TAPCON W/ INTERIOR SIDE I x 0'.TJ WOOD BUCK 1 1/2' MIN EMBED. SEE ELEVATION AT (SEE NOTE 3, SHEET U SHEET 1 OF 6 F1IR LOCK STILE 3 4 3 20 21 15 tb MULLION JAMB 46 Active 7 7 Inactive 6 17 6 38 36 17 12 T Sidetitc 12 23 M91 ■ r77. 77 I L 18 Edge Di: 9 10 17 12 74 9 10 14 .. E EXTERIOR SIDE 11 O 1/4• MAX WM — C2 1 ' UNIT�WIDH MIN EMBED (TYPJ ANCHOR NOTES: I. SEE ELEVATION AT SHEET I OF 6 FOR to t t1B ANCHOR O.C. MAX. SPACING AND LOCATIONS. It 182 FASTENERS 14YPOE5.6 FOR INSTALLATION E t � 3 � ' • t 2 Active OPTIONAL BOLT Inactive ® TOP RAIL ..vb`B a■mnBNlii •B N• 5 P4■re■ 0•b n 4 ' sme J. D+TnwA >oDD 6• L Active Inactive Bw' te•iie! 5 vet �0 7#l�'aY m / ri 13 B3 45 yY n J i 12 22 ��I{{ i/Helgh�l t 19 n >< 1e () OPTIONAL SILL ti' Vie• `.^ 1 }' 'NIN EMBED. INTO 1B 35M PSI CONIC. (TYPJ OPTIONAL BOLT O BOTTOM RAIL CLCO TAPCON i i/Y MIN EMBED W/ TWO -POINT MULTI -POINT C SEE DETAD_ E3 FDR MOUNTING LOCATION) FLUSH BOLT k (MN. EDGE DIST.) 23 (e) AT CTIT. NOTE: MO. DP - 375 PSF NAK DP - t88 PSF TWO -POINT LOCK UIOTATIONS: DOORS 6 SIDELITES WITH THIS SILL TO BE 95 1/4' MAX FRAME HEIGHT. OPTIONAL LOCK DETAILS 1). MAX DP - t86 PSF W/ (4) Surface Botts &Clow Types A, B. k C. THIS TYPE tE SILL E WATER FI •RA 76.0 Psi DESIGN LOAD AND MUST HE USED WHERE VATER INFILTRATION IS NOT REQUIRED W2 THE OW J. 2). MAX. DP - t76 PSF W/ 2-Point EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF PR07ESQ9PJI,, Lock (octfve)+(2) Surface Bola 0 Inactive OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL WHERE THE BOOR IS LOCATED ---•'F '•;S � � Bevbed W eomyly w/ PBC2007 k edde� Y•uteted 61w 01/22/10 �t1 •.# $ �- AAlsed 1ltelt-Paint Lock 01/27/tl Bevl■ed to comply w/ 2010 PBC LTE Of :� l tOP;'�t�,�: Bevbed t0 comply w/ 2014 FBC Bevi■" to comply w/ 2017 rK ■•L° Ne100a R-0 11/001/ A..w. •" Nelson Era•o Ol 20 1f u�tttt�" at.s LA WS ON 78501 NW Mh St MEDLEY, FLORIDA 33166 (305) 696-8660 Xd ViCW2tZR OF au4tm AllnUNUM FLNDOWS AND "An DOORS +• = A Clsev H a i A.br —.: lbs. — W APPROVAL WACT F11E1/CN DOOR 3 Di 6 "LaPorte" Impact" French Out —Swing Door /..v..• A'vNr. s..w,• •rne.r. Rw41w Aw,! 0 FD-2003 5/16' TAPCON V/ SI EMBED. EE LOV FOR SPACING INTERIOR SIDE I N.T.) WOOD BlX7( 3 ;`(. (SEE NOTE 3, SHEET 0 3 AMB LOCK STILE 19 20 21 JAMB 46 �• Active 7 1 36 7 Irwctive ..Y- Y`Y •`` O ill EMBED TYP I HEAD OC 17 17 18 B 10 TYP. O12 E 1/4' rj MAX 6HIM O I. UNIT WIDTH MIN EMBED EXTERIOR SIDE ttYP.) / 5/16' TAPCON V/ S/16' TAPCON V/ I I/2' MIN EMBED. I I/4' MIN, 1 1/2' MIN EBBED. -.(SEE DATES FOR SPACING)��' EDGE DIST SEE NOTES fOR SPACING yyT9 B2PC <SEE T 1/•" -• _ 1 (P.T.) WOOD BUCK PATE 3 AT Er„ (SEE NOTE 3, SHEET D SHEETI)T r I �'Mp7(, 1/4• MAX 1 1/SHIM TYP. SHIM TYP. HEAD 2 1 Ai 13 8 � SldelKe Attachment Scree 5 t 6 Screw 2 ouch side of ,jow s, 12 totat Per sluAlt. ) 10 31 P- RUMOR SIDE 50 51 f- 1 Yx(ATEJ�(ASS tS�3 .�., 3U3 -LJ j 9 10 1'bMICI ACIrLMalill W Z F tl _ EXTERIOR SIDE El_n ~�I sLLaI Wa= 4 4v3 •iA. na EAa•G4`WII'♦♦♦IBM3�f.10,3.��1' .•- Active(T NTROR SIDE M am1.�BiPlU��Lf�r n O23 -I' B 23 SILL �'• Height i:`Hepfit �• SILL------------------ , • y '� YI MIT TYP �• •'} 1• MIN EMBED. INTO ••�.••,•1 .• 3500 PSI CONC. 5/16' ELCO TAPCON V/ (TYPJ 1/4' 1 1/2' MIN EMBED, 1 1/4' tMRI. EDGE MST.) (SEE SHEET I OF 6 FOR SPACING) (YIN. EDGE DISC) I x (P.T.) WOOD BUCK (SEE NOTE 3, SHEET 1) VnMOR SIDE 3 t9 20 21 LOCK STILE JAMB DiTERIOR SIDE C Inactive -5/16' TAPCON V/ 1 1/2, p1N EMBED. SEE ELEVATION AT SHEET 1 OF 6 FOR SPACING INTERIOR SIDE LOCK STILE 3 .r �16 � 7 Active / �I.�I/A. '•� r " TYP. I 1 12 TYP. L__j G2 2 EXTERIOR SIDE MULUUNS: J/10 X L 1/4 Long TAPCON(•) (•1 TAP -ON RY "RTrO n. • .p)1• " X RICK* MIN iM REQUIRED FASTENER LENGTH HEAD: 5/16' X 3' Long TAPCON( JAMB: 5/16" X 2 1/4 Long TAPCON(-) MULLIONS: 5/16' X 2 1/4' Long TAPCON(*) (•) T 1oCON BY ' tm n. Arpg" AT SILL, 5/16" TAPCON w 1 1/2" MIN. EMRED. IRO 3500 PSI CONC. MM. n4iE: ALL FASTENERS W/ 1 1/2' MIN. EMBEDMENT. MIN. EDGE_ dSTANGE & 1/4" MAX. SHIM SPACE ANCHOR YIELD STRENGTH Fy-155ksi ANCHOR ULTIMATE STRENGTH fue177ksi ' aI,L TaPCON L&7GTli3 'L• SPECIFIED aI(E )OxD1171(3 ( saB �viaox aT s11EEr 1 a< a FOR axceoR yas. sPacats axD tocanoxs ) v u EXTERIOR SIDS E2 lz PO GDU= O;�r S�Aiji Raebton Notea: Be+faed W comp(y w/ RBC2o07 k added 8501 NW 90th St. �1 TVs inaatatek 61aea Ot/22/to A lJ 1 7 MEDLEY, FLORIDA 33166 ,•` •. : A.Wand lint -Pout Look 01/27/11 _ (305) 696-8660 Reolead to eompy w/ 2030 RBC AUNUPiClVJ= dF QVjym ILUMD py FHMWS AN3 CLASS DOORS Reek to comply w/ 2014 !Bc n..,. true 1•Ar1 11Are h•A CAYeaAc Ar4yY•4A n..v eA.! ' Q+ MeiNd to .0y w/ 2017 ABC NOA APPROVAL 11$ACT FRENCX DODR 4 of 4 or _ �ut"?'"`e1'' xeven � ,t o�i7 "LaPorte" Impact" French Out —Swing Door Nalaon Erato 1/20/ Ol ZO 12 FD-2003 l� � 0 SUELVE ATTAWIEMT o01aLE (LOVE EMQ1® — rEAs � to vA t(tEvs ux e'K INTERIOR SIDE i - ..-_.. ... uo r 1• lAt/RRI. i©Gle2 sin Ad ter Aaapa, aLuvs axe - i-5/sGIea,D2 Depth /) vEATtcnmlP FATE tr b 31 CauBnng _ _ - - q Laminated Gisae TyPea by : (ace Delow) OAERIpi SJSE'Wa (SEE TABLE V/ COaiESPONDiMG FRAME ASSEMBLY DETAIL SIDELITE/JAMB ATTACHMENT DETAIL GLAZING TYPE IkSCRIPTION) 1/4 Rama 3 3 34 Baad 9 10 �falaf sm ACCESS, Mac '.r-N EXTERIOR SIDE afavM SILL SEALANT DETAIL tmo tsAOER tD >E t'EAtl7f sDnw To stu /t`mEE s10°emE Nn ao ve / T, DMU a/r lQMZ ATTAOaEMT ItJ'iM LO6 -- .3- an ua , yr rNueNu. HINGE ATTACHMENT DETAILS Acme xotE /" LEFT M Z MOO LE.r M moot STILE aafl0l 1014E ATTA(iNNEMT HEN WT saQvs as AAD vAtwc a10 • V4• "N P L PANEL ASSEMBLY DETAIL A=C= 1LLE (OVER 114 SKS OR SELF DRILLING SCREWS 014 SMS OR SELF DRILLING SUMVS INTO METAL S7RlICTACI 1NIE METAL STRUCTURE fSEE M. FOt SPACING �.i1.— (SEE RITES FOR SPACD/G) --j1 — ��MIN EDGE DIET. II 0.16063-TS MINJ (�FLEDGE DISTII (p�:G 36 KSI MUL)ALUUM.MTUBE MILLION S1EEL TUBE (» fatsREFER TO APPROVED (STEEL IN CONTACT V/ ALIDN. MIAMI-DARE NOA TO BE PLATED OR PAINTED) lYtal Dwawss /Ntla'Ye epa _ 1 v SHIM S HIM TIP. 1/1 SiGM 7YP, 1 1/4' KIM. 5/16' ELCO TAPCON W/ EDGE DIST. 1 1/4' MIN EDGE DIST. 11/& MIN EMBED. TP ''{ TMAPPCONMgW/ r ITYP (SEE NOTES FOR SPACING) 1 (SEE 6A]TESEF� SP TO CONC. (CONC, TO BE 3 KSI MIN.) t t/' 2 t 1/2' SEE N. BUCK NOTE *3)(1ON. (MN- EMBED L `,r -s 1/4�' MAX. SHIM TIP, 1/4' MA7L SHIM TIP. NOTE, OPTIONAL INSTALLATION DETAILS MAY APPLY TO D013R FRAME .IAMB AND/OR FRAME HEAD FRAME INSTALLATION OPTIONAL DETAILS iTYP.) ZING DET 'A' - SENTRYGLASS by: Kuraray America, Inc. 'B' - TROSIFDL PVB by; Kuraray Americ Inc 'C' - SAFLEX PVB byt Eastman Chemical Co. INTERIOR SIDE 10 Gindn2 Adapter Glaxis>�,S1ic 1 6/16' Iemfastad Glees 29 (� 37 D' ypeS(sae o-d 6W r Inaulnted Air $pane w/ 1/6' rfemp. Glaaa IMSLLATED SPACER 'TrvSeal'- G1az1Tt2 Bead Dura Teat Stbate Spacm Black - 1/Y FL� �p ce Ptla. e1z-z5H-357 - EXTERIOR GLAZING DETAIL 42 'D' - SAFLEX PVB by Eastman Chemical Co, 'E' - SENTRYGLASS by: Kuraray America, Inc. tmia ana t>»R vLw- a. L-.Rle t ane•et(.pa., Iris srzn .w -. ttR>llucf avowl♦M ", WW4kf{i.Ne A."Pata(w N Up"dw Dow n ®- J m-1 Lew Le-".�i i�AioeG A HT-eei°i I i IDNGE ASSEMBLY DETAIL. #n-624-2 GLAZING TYPE &DESCRIPTIONS .466 0 A Laminated Glaze bv Du nt - Glace Tvne 'A" fm DRSCRIMON DtnArt 32 1 3/16' Ameoleo a4a4.� 2 .09V SentryGlasa Interlayar 3 3/16' Annealed .340 0 A Laminated Glace bv Du nt - Glass "B" ISIDI iDN DE[U,, S3 - 1 1/0' Araxalad Y Dow TROSIFOL PVB Intarta er• +4 3 1/8' Amealetl aafr .340 0 A Laminated Glees by Soluit& - Glass C rm1 DROCffiROH DBTAB 34 i 2 ve' Neat-Strendihened IXaas AW SaAex PVB interk O.Nr 3 v8' Meat-Streng** wd IXasa GLAZING TYPE & DESCRIPTIONS .340 0 A Laminated Gies by So tie -Glass D. I= DB'9C7eEION I UTA0. 1 1/e' Wet-Strerpthenea Glass ' m yf, 2 3 .ew SaAex PVB Interta er 1/e' Heat-St,-Vth_d (Lacs -- t , 4 IIV DNSLLATED AIR SPACE 5 I/e' TEMPERED CLASS .340 0 A laminated Glass by Solutia - Glass Type "r Im 1189CRIMON D2TAI. i t/e' Wat-stren0th.-d Gt- _ — tLiw• 2 3 /Ir Sent-str s iht d . 1/e' Wat-Strerpther"d IXass 4 1/4' DO, ATED AIR SPACE 5 1/e' TEMPERED GLASS NUerMUp�C1Fa �1un,"D Beim die He" A-46,e eN.i _!z Z•o5• Rspkw ee Bu(e a1►.e• prateu *C.alt.l NaTM oemply w/ FBCW07 k added LA W S ONto 8501 NW 90th St. 9 Glass 01/22/10 MEDLEY, FLORIDA 33166 VnIt-point La k 01/27/11 D B (305) 696-8660 to comply w/ 2010 FBC JUMPACTURER OF pUILTY AUWNUW WNPO►S AND CUSS Will" to 00mpjy w/ 2014 FBC awe eta. rat Q PnN Oemdfe BaaA/YwfN: to comply w/ 2017 FBC MOA APPROVAL WPACT FBENCM DOOR S OF e Nelson Ersso ' ll 81 17 "La Porte" Impact" French Out -Swing Door Nebo. been 1 ,n1/inyiz FD-2003 n3 OPTIONAL 46 TWO -POINT LOCK LOCK #HC-050 (+/- 78.0 psf DP) O.D. BOLT 3/9' - T diA 8�v �-3/8. O.D. STEEL HDLT IJ/ STEEL WLt Optional Multi —Point Locks (+/— 86.0 pal DP) �3•/ I 1 1/2 FLUSH BOLT AND TWO —POINT LOCK ANGLE GUIDE #FD-627-1 L ID0 J .124 -`1 1.5100 INACTIVE -PANEL 47 ANLUSHGLE GUIDE 1 1/2• TANG jFD-825-1 � � V. SIDELTTE PANEL ALUMINUM PLATE 35 z LONG #HC-0D2 .n4 I _1 STABa2SS STEEL BOLT 41) (U 5/ - O.a SSS (+/- 76.0 p f) (.> 3Ar 4D. SSs h/- B60 pas) INACTIVE -PANEL 18 FLUSH BOLT /HC-OOi .076 --{i- Ir•07 050 �5 .873�17 —2 460 986 1.750A59 a . GLAZING ADAPTER 28 QUARTER ROUND �L-930 O #1` —634 D O PANEL HINGE STILE 8 /L-907 .119 .730 �726 4.187 F-- 2.031—T I—t' •809 .098 HINGE LEAF QUARTER ROUND L750 .075 11 lU (3/8'7 BEAD /L-912 _ -jr.979 5.95 —{ X,1II60 PANEL LOCK STILE,ems6 #L-905 .808 -1-�1.75 —I 1.750 OQUARTER ROUND (1/4-) BEAD .125 1.250 #L-911 .072 J ! .o,s 1,625 L0.198 ,D65 HALF ROUND 7`ss'062 I ,.000 `l2 FALSE MUNTIN O RAH. ADAPTER •072 ,SOD #L-913 #L-909 .09a FWt�la FPVC Cora —Team Plaslloa ho, 'T. FPVCfbdc CanV4undNm72Do-75 PHYSICAL ASTM NO. DaomeerHaM..'A%IGs. 75 D-22AD SPWz. Gmity 145 D-792 Ta.Oa Sorn566 Psi 1640 D639 I1ltmae EIM0.1ift Y. 340.0 D638 Modulus®100% Q.Pdl., PSI 165.0 D638 1 Britfl r -31.0 D-746 FPV'C WNte: Carnpa 1 No. 7267-75 PHYSICAL ASTM NO. Du Hwd a *A•,11)w 75 D-2240 Spaci&Grmity 1.45 D,792 Ta 1.S%.%k PSI 1640 D638 Utb.* Ek vm q % 325.0 D638 as ldaduh¢® IOOX Fl M*,rLPSI 765.0 D-618 is+ -30.0 D-746 4.500 LKF 1.750 �,I,7 .065 O FRAME READ 1,812 --I /L-901 1.250 1 100 ,064 .064 2.000 T I� I--- 4.500 —1 OFRAME SILL $L-902 082 .I00 L612 L_] .136 PANEL TOP h 6 BL�e RAILO FRAME JAMB yL-903 1.SI2 .066 r A63 214 1 4.500 ---I . OJAMB ADAPTER @L-904 4.348 raao _� 0.07I— 0.0� 4.066 44 FRAME HEAD SHEAR PLATE /L-915 11 ALL DDIMSIONS SPECIFIED ARE IN INCHES 18 3��—ZABS 500 ND 2. SEE ELEVATION AT SHEET 1 OF 6 FOR MAY. SPACING ALOCAT.NS i arlN ll7Mlfs AROMCF REVISM T�—a.500 ��w !$•OSe3••L kadws M` ` 48 FRAME LOW SILL F.a►14albe At=+p4allse altte� NOTE #L-918 (�l : - •(.•`'• 0Sf'.� Bes7sad to comply w/ F8C2007 at added iaaalated 01a•a 01/22/10 •: * ' AaDtaad Yult-Paint L—IL 01/27/11 R•Viae4 to oomply w/ 2810 FBC _ Ir : OF 40, S �O•�(y�$,� Eea•ised to o VYy w/ 2014 FBC ➢e.1,ed to Damply w/ 2017 IN +.a..aAV Nelson Eras. 11 0011//17 � NeLoaEn:o O1/20/12 ...�' , �j• J. REFER DI DEAL NOTES A7 LIMITATIONS. 11 3 !S. 6 T� /---=�� /]FAO\R(jADDITII,7IAL NDTES AND LINITATR)NS. LA/ I S O 1 tl .&EY, FLORIDANW 90th 133166 3 - (305) 696-8660 YINOPIC'TIIRlJt OP WJAUfF ILIImVUY MDO►S AND OLLW DMM 4a..: ree am.: ,... wW..w s..wara.c rtr.save OA APt'ROVAL WPACt iTfENC/l DOOR 6 Of 6 "LaPorte" Impact" French Out —Swing Door FD-2003 I Ria4iw _ G MIAWDADE I MIAMI-DADE COUNTY ri PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 _NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series `WS-8700 (Flange Frame)" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision D, dated 11/01/17, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the krl m'• irDade • • County Product Control Section. • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • • • • • • • • • 0 • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,•::Y, state: • • • • series, and following statement: "Miami -Dade County Product Control Approved",,•ig l;Ss othe"jV noted.... herein. ... ..... RENEWAL of this NOA shall be considered after a renewal application has been'fild-dand theN hat beer! no change in the applicable building code negatively affecting the performance of th;s p;oc�uct. • • . . . . ...... TERMINATION of this NOA will occur after the expiration date or if there has been a revision or c•hanga • . ...... in the materials, use, and/ or manufacture of the product or process. Misuse of this N@A ss an 1;rrd9isement • of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.'Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 17-0222.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. NOA No. 17-1212.17 ptlf2�'i��f8 Expiration Date: April 11,2022 Approval Date: February 01, 2018 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision D dated 11/01/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Aix Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3049 and HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET-10-3225, dated 03/23/ 11, signed and sealed by Candido F. Font, P.Ee • : • • • . . .... ...... (Submitted under lypA;N& 11,0705.10) .' 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-9 • • • • • • • • % 2) Cyclic Wind Pressure Loading per FBC, TA'32V3! 94 ' :....: along with marked -up drawings and installation diagram of ark jj tninui� N; izont4L . • • • sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuWion, �;etased by.:.. Hurricane Engineering & Testing, Inc., Test Reports No. HET)404048, • • : • • • • : • HETI-10-30491, dated 11/09/10, HETI-10-3050, HETI-10-3052)El', HETI *.0-3056, .• HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated;03/21/11,: tl�d a4 • •. sealed by Candido F. Font, P.E. (Submitted underWOA:No.1i-1W.10 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 •' 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 11 -0 705. 10) Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3097, FTL-3098 and FTL *3364, . dated 12/06/01 12/11/01 and 01/28/02 respectively, all signed aids aled bY.�A is Antonio Figueredo, P.E. (Submitted under X064 X6. O►OtJ7.05)• - - -: - * 0 0 0000 - C. CALCULATIONS .... .... ..... 1. Anchor verification calculations and structural analysis, gQulaying 'With. FBC'.:..' prepared by Lawson Industries, Inc., dated 05/28/09, revised or*07 4 andfnpdaled on----- 01/25/12, signed and sealed by Thomas J. Sotos,.P.E. :":': '- .....• (Submitted under .FOANro.1,2P-04-7.08)- 60 2. Glazing complies with ASTM E1300-09 ' ' .• 0 - - •--• D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 17-012.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color GIass Interlayers", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 61 Edition (2017), dated November 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 3. Laboratory compliance letter for Test Reports No. HETI-10-3047, HETI-10-3048, HETI-10-3049, HETI-10-3049I, HETI-10-3050, HETI-10-3051, HETI-10-3052B, HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-3130, HETI-10-3131, HETI-10-3223, HETI-10-3224, HET-10-3225 and HETI-10-3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 4. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA No. 11-0705.10) 5. Laboratory compliance letter for Test Reports No. HETI-08-2Q3, IJETI-0 -�434, •�, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-203%JMTI-08.2116A • and HETI-08-2116B, issued by Hurricane Engineering & Testing! Jae., date& • • • • • • 01/15/08 through 02/28/08, all signed and sealed by Candido F.WAt P.E. •••• (Submitted under Nj2ANo. 09=Q706 05) 6. Laboratory compliance letter for Test Reports No. FTL-3097, F41 4098 and • • • • • • • FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dlt�& 12/0676i, ' " 12/11/01 and 01/28,02; all signed and sealed by Luis Antonio FjVMV lo, P.E. • •;;• (Submitted under IYOA.No. 02'd227.05) . G. OTHERS 1. Notice of Acceptance No. 17-0222.14, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange -Frame) Aluminum Horizontal Sliding Window - LM.I." approved on 04/ 13/17 and expiring on 04/11/12. Siiang Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 E-3 i B B 1FJ u WE III B 81 NOTE: OX I I X0 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS 'A, Al. B. & BI" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C. D. & E" REFER TO SHEET p4 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A Al B 81 LAL�� XOX —Equal Lite (1/3-1/3-1/3) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS -A, Al, B, & BI- REFER TO SHEET /3 3) FOR HORIZONTAL CROSS-SECTION DETAILS -D. & E- REFER TO SHEET 15 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A Al E� D B B1Lj E XOX - Un-Eaual Lite (1/4-1/2-1/4) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS -A, Al. B, & B1" REFER TO SHEET 03 3) FOR HORIZONTAL CROSS-SECTION DETAILS -D. & E' REFER TO SHEET /5 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS . . ... . . . ... .. .. . . . % .. . . . ... . . . . ... General Not • 1.) THIE �r NDQi9� SYSTE IS' EVG1''{'� AND !ESTEO TO COMPLY WITH THE REQUIREMENTS OF FCCbb I A BU[ G COME 201405YN Edi/lon & 2017-6th Edition, INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS �f�E UP RIMP SED ADS J14 JCCO"NCE WITH THE REQUIREMENTS /1 OF THE, PLbIII A UIWINr, DF.& qT0 BE iiEVIEWED BY BUILDING OFFICIAL �J 3.) ANCHORS.SHOI" ON §HEiT 0 OP 10 ftRE ASOPER TEST UNITS. ANCHORS ON ALL WINDOWS SILESPARL AT 4r& EXCIED THESE:MAXIMUM SPACINGS ON CENTER (O.C.), AN WAS•TAtU ftl 0C SJEEEI"Fj 7o or 8. 4.) ANCHOIC OND41ONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS J6, 7, or 8). AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #6, 7 or 8). 6.) WINDOWS WITH GLASS TYPES "A. C. OR G" INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. i O.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE 'XOX" WINDOWS. 11.) SEE SHEET 3 FOR DESIGN PRESSURES ON UN -EQUAL LITE 'XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT, & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET p3, 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24 SECTION 11.3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. .C.) SEE SHEET 0 5 FOR MULLION/METAL ATTACHMENT DETAILS. NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADS COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL 1N CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE FLORIDA BLDG. CODE. PRODUCT REVI B �' Natiy me �Ome -Ill .17 By Mlumf Do PmdYCt Conuol TEST UNIT SIZE. Ill- X 63" # INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0 (B) 10 AT EA. FRAME SOL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB •SEE GENERAL NOTE /3 & /4. a- 85 3/8' OVERALL FRAME WIDTH - 84 3/8' INTERIOR FRAME WIDTH - TVD ADDITIONAL ANCHORS RCOUIRED AT MEETING RAILS FOR IREID WITH DP ABOVE /- 70PSF (4 TOTAL) 1.575—� � 4' 5' 4Rz. D. LO. WidI 4 z h = 2t 38 • 4 //Ae D; ,j Q - --------- .. ANCHOR NOTES: 1. SAME ANCHOR SPACING AT HEAD L SILL j/ EXT, L [MY. FALSE COLONIAL 2. TWO ADDITIONAL ANCHORS REWIRED �/ W, Sj41J A Lp 'V/ AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIONAL. OP ABOV: -70PSF / - 75PS7 (4 TOTAL) ITNN�T�� "XOX" WINDOW EQUAL LITE rS 'VERTICAL CROSS-SECTION DETAILS 'A, Al, B. L BI' AT SHEET 03 TEST UNIT SIZE: III" X 63' 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C. 0, L E• AT SHEET 45 INSTALLATION FASTENERS * 111' OVERALL FRAME WIDTH (A) 10 AT FRAME HEAD —_ 110' INTERIOR FRAME WIDTH (14 AT FRAME HEAD IF DP ABOVE 70.0) TWO ADDITIONAL ANCHORS (B) 10 AT EA. FRAME SILL q Al REQUIRED AT )FETING RAILS FOR UNITS WITH DP ABOVE (14 A7 FRAME SILL 1F DP ABOVE 70.0) �j.-7OPSF (4 TOTAL) (C) 5 AT EA- FRAME JAMB i'�NA?_7g'c �--( 4• t-- �wla.c� *SEE GENERAL NOTE /3 & /4. . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... TEST UNIT SIZE�74 7� • • • • • 74- QVE&AALL FRAME WIDTH INSTALWTi0N �'ASVEI6 • • (A) 6 AT FRAME BEAD • (0 AT FRAME HEAD 9F (8) 8 AT EA. •RAISE SILL (6 AT FRAMEGBILL (F (C) 5 AT EA. FRAME JAMB -SEE GENERAL NOTE /3 3 ILL COFMAERS) • • • 13 I/4. OZ. • • 5' 4... O.L.O. W_m M. D.L.O. idth >• 24 3/8 ) q __ ___/_,-TVy_ _ eP C / V i -_�T_____�_- V i f B 812 Z 1. SAME ANCHOR SPACING AT HEAD L SIL\ / E.T. L INT. FALSE COLUIIAL MUNT.NS ARE �J APPLIES W/SILICONE AND ARE AVAILABLE 2. TWO ADDITIONAL ANCHORS REWIRED AT AS OPTIONAL. MEETING RAILS FOR WITS WITH DP ABOVE •70PSF / - 75PSE (4 TO", "XOX" WINDOW - UN -EQUAL WINDOW - UN -EQUAL LITE NOTES, L SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, 3, L BI' AT SHEET 43 2. SEE HORIZONTAL CROSS-SECTION DETAILS -C, D. L E' AT SHEET NS • • D} ABOVE•70. • • RP 73' [N•ERIOR FRAME WIDTH TWO ADDITIONAL ANCHORS • • • • REWIRED AT MEETING RAILS • • • • FOR UNITS WITH DP ABOVE ABOVE 70.0/ • Q A 1 • '/' 70PSF (4 TOTAU ti --1 ♦ 1/ �- & /4. r-- r-14` I (tMX OC.) (MAX. O.C. • • A1( 4 �' h • � • • •. � • • • • • •, • • • • • n 1� p - l�-- __ Ott _ tp > • o > ___ _, __9 13 I/1- N .A U U I _ 13 1/1' ?' N.LCORNERS) 13 1/4' O.0 1C 4 13 1/4' D.C. 11 1/4. OG ANCHOR NOTES: \ / 1. SAME ANCHOR SPACING AT HEAD L SILL\ / EXT. L INT. ONIAL 2. IWO ADDITIONAL ANCHORS REWIRED �� JJJ [FALpSE yjV SILICO�(JE giPLA AT MEETING UNITS RAILS FOR VITH RAILS AMC AVAILABLE DP ABOVE -/- (4 AS OPTIONAL. "XO" WINDOW EQUAL LITE NOTES; ( -OX- REVERSED ) I.SEE VERTICAL CROSS-SECTION DETAILS •A, Al. B, L BI' AT SHEET 63 ' 2. SEE 1MIZONTAL CROSS-SECTION DETAILS 'C, D, L E' AT SHEET M4 SERIES-8700 HORIZONTAL SLIDING WINDOWS R dg FLANGE FRAME ELEVATIONS — L.M.I. sa L F - H �,y�N4t44i PRODUCTREVISM p�Nrm6T+;nmeFk" `�:- :n nC' o BtlA&WCode AcLSPT•1ce No )sI L. 1 a EApJTuim D•e (( qV O `£ BF N� Minim—D ``fJ4jJ57{Sli^�. =�Ot G� a 1/4' TAPCON W/ 11/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET ri2f44 1. ALL WOOD BUCKS ENGINEERED SEPARATELY FOR MAX. FASTENER SPACING)8 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 1 1/8, MIN.2. WOOD BUCK AND FRAMING (NOT BY LAWSON EDGE DISTANCEINDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM P- _ P o MINaNI °P 4 CAULKING O � V () i EXTERIOR x W y z X U z a � m J fJ � � V � � Q � 4 az z z z j O EXTERIOR GRAI PERIMETER CAA 1/4' MAX. SHIM SPACE (TYP.) CLEAR SILICONE ADHESIVE BEDDING COMPOUND 34 INTERIOR DATED GLASS EXT, GRACE CAULK — . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... TUCCO VER j1ET41L LATH f4AILED•TO LFOR M.S. W/ 11/4- • XTERIiI 6RA9E PlYW00➢iHEA1iN[t.NMIN,MBEDMENT INTO WOOD • O &9E 6PE61FMLO BY •MRCH1•ECT OR GELEVATION AT SHEET rig • OTHERS) • •AX. FASTENER SPACING) • (KXTERIORWINISHOBY T B1*LA9JSEA IROUSTRriZ JNC* • • • r • �..� • • 2X - • • • s �' MIN. • • • D 9NG r 1r 2X N. TYF BED.) ----------------- J F 6 U S z� £E PERIMETER o ~ V j a N O EXT. GRADE 1/4- MAX. o' a R CAULKING NOT BY 'LAVSDN SHIM SPACE - V INDUSTRIES', TO BE APPLIED BY OTHERS (TYP,) UJ C x < (TYP.) W U LN O O C B 6 EXTERIOR N (` I B. x A l INTERIOR j ziF ALTERNATE DETAIL WOOD FRAME INSTALLATION DETAIL A H Q R�R WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. p `9 I 20 GRACE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE `a SILL RISER - OPTIONAL BY WINDOV INSTALLER (TYP.) 2• THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO o ` gg APPLIED WITH SILICONE BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK X SEE DP CHARTS ON SHEETS ri4, ri5. 6 N6. BY OTHERS (TYP.) i • s � z • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8-, SHIMS ARE NOT REQUIRED. _•8 g ANCHORS NOTE: ANCHORS TO BE rill SMS OR VD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., g;(tn-N � ) WITH A MINIMUM OF 1 I/4' PENETRATION INTO WOOD OR ��•�- �.^ J,•°" ` CCNC. (REFER TO LOAD TAB_ES FOR QUANTITIES REQUIRED •Si�'S'` nv 1 J n 6 I/4'MAX. Z.e•r. •y U. ° a I 1/4' MAX. a ° a a SHIM SPACE ° ° a ° 4 SHIM SPACE _ cv 0 A a ° (TYP.) ^ a (TYP.) W�p 4 ] 1/4' MfN. - d ° 1 1/4' MIN. ° PRODUCTREV1.t® .ii'�1 a EMBEDMENT p ° EMBEDMENT _. a a d CO1°PIYov�i01d F7Qi1ri d ° as ° ° ° ° d_s—L ° d 'S�c�No -ILI L. 11 9:) tf. 1 I/8' MIN. EDGE DISTANCE By /� a ••-X A OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" eul 1. ALL W03D BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS E TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) BY OTHERS (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED :RIOR FINISH BY THE GLAZING SYSTEM OTHERS) .. - 21 23 FT—LAMIN M14 S.M.S. W/ 11/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET M2 FOR MAX. FASTENER SPACING) C' MIN. EDGE DISTANC EXTERIOR WALL rINISH J WWWWOMP BY OTHERS (TYP.) STUCCO OVER METAL LATH NAILED TO - EX TFRIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT 3Y LAWSON INDUSTRIES, INC. . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... .. . ... • • • • • • • • •• • • • • • • • • • • ••• • TED GLASS - SILICONE ADHESIVE • • • • • • • • • �.• BEDDING COMPOUND • • • • • /� M • • • • • •SPAA j . n INTERIOR • • • • • �• <ryP.) • • ` • • l� O q 14 EXTERIOR 18 19 it EXT. GRADE D CAULK EXT. GRADE PERIMETER EAU_KING NOT BY O 'LAWSON MDUSTR:ES', TO BE APPLIED BY OTHERS (TYP.) 73' MAX. i 30 31 8 8 In 22 L:j 21 5 LOCK (_LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. WOOD BUCKS ° a. 1 1/4' TAPCON W/ 11/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 02 FOR MAX. FASTENER SPACING) 1 1/4' MIN EMBEDMI EMENT ° ° 1 � B' MIN. ° °EDGE DISTANCE d ° ° e d p � A F z 3 z ` e � In o e n d o oz.-. z 3�n e Z W O �C t7 GI o z00 m i a Z o a 1 V a o Z m � z o � � s O tz o z E ®~ z d o o N�y +v W j O O 2 VI U WINDOW FRAME BUCK WIDTH 74' MAX WINDOW FRAME FLANGE WIDTHa "XO" WINDOW EQUAL LITE ( "OX" REVERSED) z g °_ on �o t c WINDOW INSTALLATION NOTES: .W m 1. THE WIVOOV FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. i �s tt z GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE _ BY WINDOW INSTALLER (TYP.) o ° oz S 2. THE EXPOSED Exi. PERIMETER OF THE WINDOv FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK ;4 {i u o i BY OTHERS (TYP.) �s:+°• ..`ffff • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. '# ��l,fff ANCHORS NOTE: ANCHORS TC BE N12 SMS OR WD. SCREWS INTO WOOD, OR Z 04 O w. 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MIVIMUM OF 11/4' PENETRATION INTO WOOD OR PRODUCT REMSED 4 CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) B� with,*F.'" ��1z :}.o. r EVhb me No i-IL11•11 canon Cat. e 0 > � ` By a •a,',)rs,• * Mi-ni DadePTodrR :;_'yts;1F1 a 0 EXT. GRADE CAULK — k 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET .M2 FOR MAX. FASTENER SPACING) 1/4' MAX 21 22 H - CLEAR SILICONE ADHESIVE 34 BEDDING COMPOUND WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK-3EDDED V/ AN EXT. GRADE CAULK THRCUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8". SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 012 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CCNC. (REFER TO LOAD TAB'_ES FOR QUANTITIES REQUIRED) O . . ... . . . ... .. .. . . . .. .. . . . ... . . . . .. . __ . .. . ... . . • • • • • • •• • • • • •• • • • •• • • • . • • • • • .PT WOOD BUCKS m • • LAMINATED GLASS PEXTERIOR 1/4' MAX, SHIM SPACE e n m •• • • • •• rr.rr ••. 31 ° • • • 1/4' TAPCON W/ 1 1/4' ; MIN. EMBEDMENT INTO CONC. Z e 1 _ _ _ , •_ _ _ ___ (SEE ELEVATION AT SHEET N2 FOR MAX. FASTENER SPACING) o W = _ _ d �N l 1/4" MIN. WINDOW FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN -EQUAL LITE EXT. GRADE OCAULK - EMBEDMENT a 1 1/8' MIN. e Lv O Q EDGE DISTANCE ` z N ° o a d o z x �] 2 N PRODUCT REVISED a4 —�WIOM with the Fluid• StMin$ Code Acxp(eoce No - 211.1'i F.tgdtaio•Duc •u a Ely � Mieeu Dl&goducl Co•(rol H C a E i )Z A- 1, O 07 )a K: . . •. • ••. . ••• .. .. . . .. .. . . . ... . . . . ... DESIGNLOADCAPACITY(PS- OXorXOIMNDO" • WINDOW Jamb Anchors H & S Anchors Glass T "A" (*2) GlassTy "B" (*2) GlassTy "C" I T * 2 Glass T e4'F' * 3 Glass T "F' * 3 WIDTH HEIGHT + psf + pSf + psf - psf• 4• • - SP -psf + psf -psf 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 -- 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 • •7000 • • 0. 0. 80.0 80.0 80.0 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 • 70" • • 470.46 • • • 80.0 • 80.0 80.0 80.0 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 •70 • 0. 0 • 80.0 • 80.0 80.0 80.0 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 • 70.40 0 • 70.E •-VT 0. 80.0 80.0 80.0 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80,0 80.0 80.0 80.0 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 48 4 4 65.0 1 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 4B 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 4B 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - - - 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 26 3 6 65.0 66.0 65.0 65.0 70.0 70.0 70.0 1 70.0 80.0 80.0 80.0 80.0 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 38.375 1 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 38.375 1 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 1 80.0 80.0 80.0 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 50.625 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 58 5 4 65.0 65.0 65.0 65.0 1 70.0 70.0 70.0 70.0 80.0 80.0 1 80.0 80.0 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 63 6 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 63 6 8 65.0 65.0 65.0 65.0 65.0 70.0 - - - - ; Notes (*): I) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES -A, B. C. & D-) 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES -E, & F-) AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES -A, C. OR G- INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.G. EXTERIOR L17E SHALL BE TEMPERED. , ElEE y� 0 0 a p M E, O o a `o ' o m o 34v � vp�r M 2 W O C 5 C Z C 2 Z F d a. S v Z U 0 O `0 f n s C � V ®~ o O 0 N < 4C E ce H 41 0 x U a R m m � In 4D SILL RISER - OPTIONAL APPLIED WITH SILICONE I I FOR DP ABOVE +70.0 PSF o y��y1 x 1� 2 j C-80.0 DP Yi'L� 'CP'y„g wide Fluid Big Cads s y i _ Acceptyµ.� No 1 j^lL12.11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• DESIGN LOAD CAPACITY (PSF) - X X W! OWS %4th (kAS ua! LRe 1/ 1 -1/4 +/-4vressbres s • • n 3 0 0 O ly e o Z : `° y 3 F ,m y a M q ! E- G O V ¢ o O o iY a. w o'oo - x i > c ri oo= Z z mia ! o � o a D 0 0 2 Z c v O U Ui D: F a e z V a o z rvJ N c7 1 W w .= S z U U cc t` �z S ao r gig 3 W cc 11g Y o a' ix t E: $ s Bui1dn16C g�IA G..........Y), Ace NojLxlz ,� 6: •.'•'.,• �, ;•,:+ Notes (•):�tonDex�ui, t s .'• 1.) SEE SHEET I FOR GLAZING TYPES, I DETAILS . SILICONE OPTIONS. B ��S�•p� q �3; 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 OP AND BELOW Y (WINDOWS WITH CUSS TYPES "A, B. C. & D") \� 20 SILL RISER OPTIGNAL�IL� Q 6� 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP , t APPLIED WI-H SILICONE ' O v• (WINDOWS WITH GLASS TYPES "E. & F-) AND +80.0 DP MAX. I I FOR DP ABOVE +70.0 PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON 1 2 1 (+80.0 DP MAX.) �"' .•'FBI WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) t� , � �� •' I 4.) WINDOWS WITH CLASS TYPES •A, C. OR G" INSTALLED ABOVE 30Fr. IN THE HVHZ. THE I.G. EXTERIOR L1TE SHALL BE TEMPERED. -t} XOX - Un-Equal Lite �6 -FRAME SIZE #Jamb # H � S Glass Type "B" • 2 Glass T e "C" • 2 Glass Type "D" Glass Anchors Anchors T ea'E" •3 G ss "F" • 3 G lass T e "G" ' 2 WIDTH HEIGHT + sf - sf + sf - sf + sf - • sf - •+� sf • - sf + sf - sf 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 24 3 7 80.0 80.0 B0.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 24 3 8 80.0 80.0 B0.0 80.0 65.0 75.0 5. 7 52.p • 52.0 65.0 75.0 96 24 3 t0 80.0 80.0 B0.0 80.0 65.0 75.0 5. • • 76.0• 52!0 52.0 65.0 75.0 108 24 3 t t 80.0 80.0 80.0 80.0 65.0 75.0 ;f. 5 • 52.0 65.0 75.0 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 • i5.9 • • 75.0• 52 52.0 65.0 75.0 72 36 3 7 80.0 80.0 80.D 80.0 65.0 75.0 • 5. 7 .0 52.0 52.0 65.0 75.0 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 36 3 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 6D 48 4 7 70.D 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 8 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 48 4 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 48 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 60 5 7 - 52.0 52.0 65. 75.0 65.0 75.0 52.0 52. 65.0 75.0 72 60 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 8 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 60 5 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 3 7 80.0 80.0 80,0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75:0 79.5 38.375 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75,0 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 52.0 52.0 65.0 75.0. 65.0 75.0 52.0 52.0 65.0 75.0 106.25 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 38.375 4 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 706.25 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 26 3 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 63 5 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52. 52.0 , rtfiVtSeOp 0 • ••• • • • ••• •• •• • • • •• •• • . . • • • • • • • • • • DESIGN LOAD CAPACITY (FSFq - JYOX W4VD0WS witb•6qual L!!e (f/3N 3-1/3) +/�WGI)ss es• •• • • • FRAME SIZE # Jamb # H & S Glass Type "B" (* 2) Glass T pe "C" (* 2) Glass Ty "D'•."E' 3) G ss i pe 7" (* 3) Glass Type "G" (* 2)o c WIDTH HEIGHT Anchors Anchors + psf psf + psf - psf + psf - p_ sf psf psf + psf psf60 24 3 7 80.0 80.0 80.0 80.0 65.0 7575.0 52.0 52.0 65.0 75.0 o72 24 3 9 80.0 80.0 80.0 80.0 65.0 757„�0 .. 52.0• 52.0 65.0 75.0 0 0dz84 24 3 9 80.0 80.0 80.0 80.0 65.0 75• 7"5. Q • 5 . Q 52. 0 65. 0 75. 0 - 3 o 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75. 0 • 65.10 • •7,5%. 52.0 -72 -0 65.0 75.0 z r w o I 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 • 65.0 T5.(P • • • 52.6 52.0 65.0 75.0 b o Z a z 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a ! G. o 0 Ce 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 F C7 o I 72 48 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 J -z� N 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a - - 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 x 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U z ¢ s 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 O ` o E- o a 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N c a 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W z 0 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 g 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o z o 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ! ait co y o 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �j p 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 F� z 74 50.625. 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 I 74 58 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 - 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 " 79.5 58 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 1 52.0 52.0 65.0 75.097 m 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 y 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 757 g a� Z 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 1 58 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75, 0 m 84 1 63 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 5.0 m 01t�ge�oEi�r�,0ge Notes * : 1.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A. B. C. & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E. & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES -A. C. OR C" INSTALLED ABOVE 30FT. -Y.% wtlh the Build ng Cow , '.'� {°lei "� "" AaepWmn eNA-1212.t1 E-Imt.w D.ft .°w°aQ ..� a A` " „ t A--. 0 By SILL RISt091tibfdF1)'lmLp- p I 1 APPLIED WITH SILICONE I FOR DP ABOVE -70.0 PSF c -� (+80.0 DP MAX.)o� IN THE HVHZ, THE I.C. EXTERIOR IJTE SHALL BE TEMPERED. XOX -EauAI LdA - 6 0 . . ... . . . ... 'SILICONE UPTIONS'- - DOW CORNING 899 SCNNEC-MOREHEAD 5731 Ob00' TRENCO SPECTRUM 2 GLAz1NG DEPTH LAMINATED GLASS COMPOSITION - TYPE B E-- GIAS9 DESCP(PIMN IIANINATR DESCRIPTION 1 IB ANNEALED CLASS ') 2 0.090' PLASTIC [MERUTER -= -DLTUL I„R. SAFLEx PVB by 7 1/C ANEALED GLASS TI Enxtnon Cbewcol co LAMINATED GLASS COMPOSITION - TYPE D R8M GLASS ➢O08►f10N f DETA0. YYINATL DESCRIPTION HEAP-STRENfANTEAED GLASS 2 3 OC90' PLASTIC RNIERLAYER 1/9' MEAT-STRENGHTENE) GLASS _ __ �o>.r� I I TROSRTA. PV3 by KvrAr°y Ar�rko. Irc. LAMINATED GLASS COMPOSITION - TYPE E 17BY G1.t13 OESCRIPI'IDN DETAIL IAMNATS DLSC .N 1 1/R' KA I-STKCmU E1E0 GLASS- 2 0090' PLASTIC. JNIERLAYERSAILE% PVB by 3 1/➢• HEAT-SIRENGNTEIE➢ GLASS I a]M, E°S<rgn CMNc9N c0 LAMINATED GLASS COMPOSITION - TYPE P ITEM GIAES DtlCR�D10N -= OL'TAIL uKINATL DESCRIPTION - TR21FM PVA by "°Y Anerko, Inc. 1 2 I/8- ANNEALED GLASS 4➢9G PLASTIC INILRLAYLR J 1/W ANNEALED GLASS ly 18 34 •SILIC@2 OPTIONS-1 DOV CORNING 899 SOMNCE-NCR WAD 5131 33 060C' 1REMCO SPECTRUM 2 GLAZING DEPTH 7T6M CLAW DL80PTMN - D— T © A• -_ _ _ _ _ ''FF�� 4]� jj -"-_ - NT, 1 LAMINATR DESCRIPTION 1 Ih' ANNEALED FUSS SAFLEx PVB by E°stn°n C)rNcal c 2 0090' PLASTIC DNIERLAYER 3 1/8' ANNEALED GLASS • 1/A' IINSULATEDEO AIR SPACE 5 1/V ANNEALCD GLASS I-) INSULATED LAMINATED GLASS COMPOSITION TYPE C RBY GLASS DESCRIPm I DETAIL JUMATE DESCRIPTION 1 1/8' ANNEALED GLASS 2 0090' PLASTIC INTERLAYER - - _©- 3 1/C ANNEALED GLATRGSW0L PVD by • 1/4' IMAMATE] AIR SPACE _ _ _ _ -_- KVn y A—t.. Inc. 5 1/8' ANNEALED GLASS INSULATED LAMINATED GLASS COMPOSITION TYPE G RI6Y GLASS ➢RENGHT N jX 0 r IAYINATB DElLRIPTION 1 IVWHEAT-STRENDITENEO GLASS IRDSIFOL PVI by KNrAray A.Nrko, Inc. 2 0.09W PLASTIC INT LAYER 3 1/C MEAL-STPENGNTENED GLASS .l�• 7f t ((((((ttt�� ((((((�� • AID➢ AIR SPACE I/I• INNS 5 1/ANNEALE➢ GLASS 4A> B' 4m) WINDOWS WITH GLASS TYPES -A, C, OR INSTALLED ABOVE 3OFT. IN THE HVH7• THE I.G. EXTERIOR LITE SHALL RE TEMPERED. GLAZING DETAILS AND OPTIONS ALUMINUM MULLION - SEE MULLION A-PROVALS FOR MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE UMITATIONS. (ALUM. 0.078- MIN. THICK) 2 PRESSURES OF MULL SHALL GOVERN:! -K 12 X 3/4' S.O.S. • FLAT HEAD, PHILLIft. • (SEE ELEVATION AT SHEEP /2* FOR MAX. FASTENER SPACNG *NI DP TA31-ES FOR OUAWITA EXTERIOR GRADE `-WINDOW FRAWE PERIMETER CAULKING EXTERIOR E2 FRAME MULLING DETAIL SEE MULLION APPROVALS FOR 4U'_LION TYPE. SIZE AND MAX. DESIGN PRESSURE LIMFATIONS, NOTE: THE _OWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN 1,14' MAX. If12 S.D.S. X 1 1/4' L. SHIM (SEE ELEVATION AT SHEET 02 [INTERIOR FOR MAX. FASTENER SPACING) PERIMETER) L WINDOW FRAME NOTE: SEALANT L ALL STEEL IN CONTACT WITH EXTERIOR ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy - 36 KSI M.N. (STEEL 18 GA. MIN. THICK - 0.00 8) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078' MN. THICK) E1 METAL STRUCTURE ATTACHMENT DETAIL• - 7 LANGFb WRAME WINDOW BILL OF MATERIALS M / P • RF D. • DEFIRIPT1pN , REMARKS r L-07036 • FRa% HETQ, 6063-T6 ALUMINUM 2 L-8 CI I FRAME SILL 6063-T6 ALUMINUM 3 L-7701 1 FRAME FXD. JAMB 6C63-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 111 50 •L-7705 • •! NT ET'NG RAIL 6063-TG ALUMINUM -V07. • 16 41,4ENT TM/BOTTOM RAIL 6063-T6 ALUMINUM • 70 •L-(f703 I JAMB 6063-T6 ALUMINUM I 8. OL-7706 tF�E 9EryS T B LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM 17 L-8705 1 FRAME SILL RETAINING CUP 6063-T5 ALUMINUM 11 L-7708 AS REO'Q. GLAZING BEAD ( 3/8- ) 6063-T5 ALUMINUM 12 FS-DOG AS REO'D. FRAME ASSEMBLY SCREWS N8 X 3/4' P.H. PHILLIPS 13 FS-040 AS REOD, INSTALLATION SCREWS A14 SMS F.H./PHIL. 14 L-7531 AS REO'D. VINYL BULB 1/4' DIA. BULB N3033 15 PWS-003 AS REO'D. FIN SEAL VEATHERSTRIP .187' w x .230' h 16 PWS-005 AS REO'D. FIN SEAL WEATHERSTRIP .167' w x .350' In 17 PWS-009 AS REO'D. FIN SEAL WEATHERSTRIP .187- w x .310' h 18 L-7711 AS REG'D, GLAZING BEAD ( INSULATED) 6063-TS ALUMINUM 19 PWS-O01 AS REQ'D. PILE O GLAZING BEAD .187' w x .150' h 20 L-8706 AS REQ'D. SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONAL 21 L-7539 2 VEJIT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM 22 HC-057-1I 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 I x LATCH LATCH SPRING STAINLESS STEEL 24 • 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS-041 2 ISILL RAIL ASSEMBLY SCREW R8 X 2 1/4- P.H/PHIL. 26.1 HC-044-1 2 1 VEEP FLAP 6 BAFFLE 26.E HC- 1 X WEEP OPEN CELL FOAM PAD 12' X t/2' X 2' L. 27 HC-043-1 2 SASH ROLLER A HOUSING 28 HC-026-1 1 SCREEN FRAME A MESH 29 I ATTACHMENT SCREW B CLIP 48 X 5/8' S.D.S. 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 31 HC-059-1 2 VENT SWEEP LATCH I DIE CAST META_ 32 L-8830 I X Anchor FRAME SILL ANCHOR CLIP 6D63-T5 ALUMINUM 33 W 2 LAMINATED GLASS See Detolls 8 L.H. OF sheet 9 34 N AS REO'D. GLAZING SILICONE See DetO➢s E L.H. OF sheet 9 35 LPTIONAL AS REO'D. COLONIAL FALSE MUNTIN ALUMINUM 36 SM-5504 AS REO'D. JOINT SEALANT 37 m AS REO'D. PERIMETER ACRYLIC CAULK USI POLYSEAMSEAL PRODUCT REVISED BDiidi.g Cj,witll the F7ot{b BxpTANOp NO VA Z'II ASP N BY Mml I)RNk 11DdlD14 Ga,IIW a O r Q . �o h V w wo,o c) o o 12 a 3 CW Z 0 C O Z � m O i z � 6 n rl e C z U � z a o � C M a F O J ZJ Z o Q i • • ••• • • • ••• • . . of 00 • . • • • . - FRAME HEAD L-7703 Oi a62 �L139� FRAME FIXED JAMB L-7701 3O .750 'S-T b62 2b� SILL TRACK L-8702 O9 + ties • • • • • FRA""E '^� • O i i i•• • i i • • • • • • • • • '\ FRIIE•j0P CORNER • • • 'wp• • T • • • • • • • • • • • • •• • • • • ••• ER49 \yENT 70P RAa FRANF jA11R O FRAME BOTTOM CORNER FRAME uEEfING RAIL VENT TOP CORNER \ \ FMal' VENT .6`b•R R^: \ \ Nr x K o 0 ✓f m tq � M m Q ; i r h Z O o o ° F� I"+ s O^ N W ? N! e 3 2 U W w Z O m W z < J W a d z N a r+ O O a � axi Y E }i c m C O o SILL RETAINING CLIP L-8705 t 0 LA a62 7d{ FRAME SILL L-8701 A62 zbas 2.37s FRAME VENT JAMB L-8703 b62 2b4 VENT SPRING LATCH L-7539 O >1as 1 v j i O O Nru L FRAM Si / M TIN. 2AI FRAUE SQL VENT INTERLOCK RAIL L-7705 O FIXED 0MEETING RAIL O .O62 VENT TOP/BOTTOM RAIL L-7707 O = •i G « $�� Z0� 22R5 IL tL375-1 '40 VENT BOTTOM CORNE78 °� 1 1 FRAME & SASH CORNER ASSEMBLY DETAILS •' . 3 o+ N VENT JAMB RAIL L-7706 O 2 a6z L SILL ANCHOR CLIP L-8830 32 IN j"asA T1 1 GLAZING BEAD L-7708 11 .osa .773--I GLAZING BEAD 18 'moo .773 SILL RISER ADAPTER 20 If —y4—.O70 PRODUCT REVISED = C09"PlYme with the Fluids °6 CodeAcq Ex�p-'�st•Ite No _ 1 2.11 •.ry...slaa 06t�1 i�)Ly^ By Mi®DadePtodxtCagd •;3'u d`��• ''F� tL G 0 Cy11�g z uNi w ^= a 4 {. F I I n Lljtlil ,I a 0 MecaWind Std v2.2.7.7 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 6/8/2018 Project No. JobNo Company Name True Designed By Engineer Address Address Description Windows replacement City City Customer Name Margaret Barbrick State State Proj Location 670 NE 97 ST Miami Shores File Location: Y:\ WDPROT\WDSAFE\WDBackupVal\shares\Valeria\System Volume Information\My Documents \Projects\wind load talcs\Margaret.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 it Epsilon = 0.20 Zmin = 15.00 it Pitch of Roof = 2.684211 : 12 Slope of Roof(Theta) = 12.61 Deg h: Mean Roof Ht = 20.13 ft Type of Roof = GABLED RHt: Ridge Ht = 22.25 ft Eht: Eave Height = 18.00 ft OH: Roof Overhang at Eave= 2.00 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 55.00 ft Bldg Width Across Ridge= 34.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.92 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.90 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 36.11 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 2141.65 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 55 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -21.85 -8.85 Side Walls -0.70 -27.98 -14.98 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 18.00 0.88 1.00 0.80 35.27 17.48 30.48 39.33 Windward 8.00 0.85 1.00 0.80 33.94 16.58 29.58 38.43 Roof Location Cp Pressure Pressi +GCpi(psf)-GCpi(E ------------------------------------------------------------------------ Windward - Min Cp -0.86 -32.89 -l( Windward - Max Cp -0.18 -12.02 Leeward Norm to Ridge -0.53 -22.77 - 0 Overhang Bot (Windward only) 0.80 23.98 23.98 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 12.6 Deg, h/1= 0.37 Note (6) Overhang bottom based upon windward wall Cp and GCpi = 0. MWFRS-Wall Pressures for Wind Normal to 34 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.38 -18.05 -5.06 Side Walls -0.70 -27.98 -14.98 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 22.25 0.92 1.00 0.80 36.88 18.58 31.58 36.63 Windward 18.00 0.88 1.00 0.80 35.27 17.48 30.48 35.54 Windward 8.00 0.85 1.00 0.80 33.94 16.58 29.58 34.64 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) ---------------------------------------------------------------- Roof: 0.0 ft to 10.1 ft -0.90 -34.12 -21.12 Roof: 10.1 ft to 20.1 ft -0.90 -34.12 -21.12 Roof: 20.1 ft to 40.3 ft -0.50 -21.85 -8.85 Roof: 40.3 ft to 55.0 ft -0.30 -15.71 -2.71 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/l= 0.37 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" _ = 3.40 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf ----------------------------------------------------------------------- Window 1 4.00 3.00 12.0 5 0.99 -1.37 42.10 -56.04 Window 2 4.00 3.00 12.0 4 0.99 -1.09 42.10 -45.71 Window 3 3.00 5.00 15.0 4 0.97 -1.07 41.48 -45.10 Door 4 3.00 6.66 20.0 4 0.95 -1.05 40.69 -44.30 Window 5 3.00 3.00 9.0 5 1.00 -1.40 42.61 -57.05 Window 6 3.00 3.00 9.0 5 1.00 -1.40 42.61 -57.05 Window 7 3.00 3.00 9.0 4 1.00 -1.10 42.61 -46.22 Door 8 3.00 6.66 20.0 5 0.95 -1.29 40.69 -53.22 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd = 0.90 = 36.11 psf