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WS-06-20-1208, 443 NE 103rd StBUILDING PERMIT APPLICATION ]BUILDING ❑PLUMBING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ELECTRIC ❑ ROOFING 06/12/2020 FBC 20 RENEWING PERMIT # WS-07-19-1677 Master Permit No. Sub Permit No. WS-06-20-1208 ❑ REVISION ❑ EXTENSION D&RENEWAL ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 443 NE 103 St City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 11-2231-015-0160 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Ivorlee Iles . 443 NE 103 St 786 269 7395 City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: Ivorleee@gmail.com CONTRACTOR: Company Name: None Phone#: Address: City: State: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: _ none DESIGNER: Architect/Engineer: Phone#: Address: City: Sta Value of Work for this Permit: $ Square/Linear Footage of Work: _ Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace Window replacement Description of Work: Same as Previous Same as previous permit /RENEWING PERMIT # WS-07-19-1677 Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ (Revised02/24/2014) t e: Zip: _ Same as Previous ❑ Demolition CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ $1 15.00 None Bonding Company's Name (if applicable) Bonding Company's Address City state Peery Mac Mortgage Lender's Name (if applicable) Mortgage Lender's Address PO BOX 30597 Los Angeles State CA City Zip Zip 90030-9057 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. 1 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) day after the building permit is issued. In the absence of such posted notice, ahe inspection will not be opgybved and reinspectio e will be charged. s- Coil The foregoing instrument waaCcknowledged before me this U _dayof 20 'ZO by A,p'C i 2e. who is personally known to me or who has produced Ll(__— as identification and who did take an oath. NOTARY PUBLIC: Sign:, Print: 'nC'- Seal: Notary public Stets d Florida Sabrina VAnn Smhh r My commission GG 050186 �?ae*iE Expires 11127I1020 ' APPROVED BY Signature _ CONTRACTOR Time foregoing instrument was acknowledged before me this day of 20, by who is personally known to me or who has produced _ as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: *�k#ak�ak*#aR##R#pit########�R �k########t#�ti►�c3###�k$## #####################t####fk Plans Examiner Zoning Structural Review Clerk __ (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION QBUILDING [:] ELECTRIC [:] ROOFING [:]PLUMBING [ MECHANICAL [:]PUBLICWORKS JOB ADDRESS: 443 NE 103 ST IF:IVED JUL 12 3 /2019 FBC 20 Master Permit No. \W - 0 9 - I I - Sub Permit No. REVISION ❑ EXTENSION ❑RENEWAL [ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2231-015-0160 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): IVORLEE E ILES Phone#: 786-269-7395 Address: 443 NE 103 ST City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: IVORLEEE@GMAIL.COM CONTRACTOR: Company Name: HOMEOWNER Address: City: State: Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: Phone#: Certificate of Competency #: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 1000 Square/Linear Footage of Work: 25 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: REPLACING 10 WINDOWS WITH HURRICANE -DADE CITY APPROVED WINDOWS - EACH WINDOW IS 36"X36" AND 3 DOORS TO REPLACE PERMIT#WS19-124 Specify color of color thru tile: Submittal Fee $ Permit Fee $ b� CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ -� Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 0 (Revised02/24/2014) gondirrg Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved anlarei spection fee will be charged. Signature Signature f f OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this �Z! alday of U 20 by who is personally known to me or who has produced 17L -30 llCq— identification and who did take an oath. NOTARY Sign:_ Print: Seal EXPIRES: September 3, 2022 Bonded Thrl Notary Public Underwriters 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: Sign:_ Print: Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village 10050 NE 2 Ave Miami Shores Fl- 33138 305-795-2204 Location Address Parcel Number 443 NE 103RD ST, Miami Shores, FL 33138 1122310150160 Contacts IVORLEE ILES Owner HOME OWNER Contractor HOME OWNER Mobile: 7862697395 Inspection Requests: Description: REPLACING 10 WINDOWS WITH HURRICANE Valuation: $ 1,000.00� -DADE CITY APPROVED WINDOWS - EACH WINDOW IS e I{ 36"X36" AND 3 DOORS Total Sq Feet: 0.00 TO REPLACE EXPIRED WS-01-19-124 Fees Amount Payments Date Paid Amt Paid 50% Renewal Fee $65.00 Total Fees $70.00 Notary Fee $5.00 Credit Card 07/24/2019 $70.00 Total: $70.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNE AFFIf�( IT: I certify t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regul i constrn and zoning Fu rmore, I authorize the above named contractor to do the work stated. . �. _ J OwnerX Applicant / Contractor / Agent Date 2019 Page 2 of 2 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 443 NE 103RD ST, Miami Shores, FL 33138 1122310150160 Contacts IVORLEE ILES Owner HOME OWNER Contractor HOME OWNER Mobile: 7862697395 Ins section Rec uests: Description: REPLACING 9 WINDOWS WITH HURRICANE -DADE Valuation: $ 4,500.00 CITY APPROVED WINDOWS - EACH WINDOW IS 36"X36" AND 3 DOORS Total Sq Feet: 0.00 TO REPLACE EXPIRED WS-5-18-1273 Fees Amount Payments Date Paid Amt Paid Scanning Fee $9.00 Total Fees $94.00 Windows/Shutters Fee $85.00 Credit Card 01/22/2019 $94.00 Total: $94.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS FI VIT: I certify t tall the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatin cons ction and zoni ermore, 1 authorize the above named contractor to do the work stated. Autho zed Signature: Owner / Applicant / Contractor / Agent Date January 22, 2019 Page 2 of 2 Miami Shores Village 1- -= D Building Department J M N 1 20 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 B (C'' 12,,0 BUILDING Master Permit No.y�J V1 " ICl — I ?- PA ERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 443 NE 103 ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-22-31-015-0160 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): IVORLEE E. ILE Phone#: 786-269-7395 Address: 443 NE 103 ST City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: IVORLEEE@GMAIL.COM CONTRACTOR: Company Name: HOMEOWNER Phone#: 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: $ 4500 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of work: TO REPLACE WS 18-1273 REPLACE 9 WINDOWS. REPLACE 3 DOORS Specify color color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. A n Signature Signature OWNER or. GENT CONTRACTOR The foregoing instrument was acknowledged before me this iI day of , 20 by I�/�i�j._P.Cc.. who is personally known to me or who has produced kQ as ,60 identification and who did t_aKe an- oath. NOTARY PUBLIC: Sign:_ Print: The foregoing instrument was acknowledged before me this day of , 20 by , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: °� • Seal:, °°? N4,�e:��v\�® Seal: �Zo 6datzEaaE�pj9�at'��'. I_ , a.1i1TL: 101 ]5 1� Plans Examiner as Zoning (Revised02/24/2014) Structural Review Clerk 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: IVORLEE E ILES DATE: 01/15/2019, ADDRESS: 443 NE 103 ST 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; I 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 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial I. 1 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 I. 1 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. Initial I. 1 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. 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 substantially 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 1.1 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial I. 1 6. 1 understand that 1 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 by county or municipal ordinance. Initial I. 1 7. 1 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. Initial 1.1 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. Initial I. 1 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. Initial 1.1 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://www.myfloridaIicense.com/dbpr/pro/cilb/index.htmI Initial I. 1 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: _443 NE 103 ST. Initial 1.1 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 I. 1 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 worker's 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 IS day of AO-+ , 20 k 1 By 1V(YZ-k_ASL-,-, I LA—) who was personally known to me or who has Produced there License o �s` 7 OWN R tC) 9-1 Florida Building Code Online �' doW Page 1 of 3 w r� BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map ! Links Search Product Approval Or Q0 USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL21857-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Assura Windows & Doors Address/Phone/Email 1543 N. Powerline Road Pompano Beach, FL 33069 • • • • (305) 887-2646 Ext 155 • • gberos@assurawindows.com • • 0900 • • • • ; • •• • • • • Authorized Signature Gerardo Be'ros ***0** • 000000 gberos@assurawindows.com • • • : • • • • • • • • • • • • • Technical Representative • • • • • • i • • • • • • • • • • Address/Phone/Email 000000 • • • • ••••• • • • • • • •• •••••• • Quality Assurance Representative • • • • • • • • • Address/Phone/Email 0 • 0 • • • • • • • • • • • • • Category Windows • • • • • • • • • Subcategory Single Hung • 0000 • 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 Javad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL21857 R2 COI SS-Assura-Alum Sin Ig e Hurlu CI 2017.odf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufjj 9QzTt6YQ... 1 /13/2019 Florida Building Code Online Page 2 of 3 Date Submitted Date Validated Date Pending FBC Approval Date Approved 07/25/2018 08/13/2018 08/14/2018 10/08/2018 FL # Model, Number or Name 21857.1 Series "1700 Impact View" Aluminum Single Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +90/-140 Other: See attached drawing W17-11 for span vs load combinations and installation instructions. Description Large missile impact resistant aluminum single hung window. Installation Instructions FL21857 R2 II SS-1"700 Alum SHW (LMI) 2017 DWG W17, 11. Ddf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL21857-._R2-AE SS 170,0...,-Al.nn?.:.,Si,ngle ti,u-n,g,_,W,,,in,d,ow,(I=MI„) - PAE 2017.od�f Created by Independent Third Party: Yes 21857.2 Series "2500" Aluminum Single Hung Window Large missile impact resistant aluminum single hung window. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL21857-R2II,., SS - 250,0„-Alum.L 5tj Wind.p..w„1LCQI,�.; Approved for use outside HVHZ: Yes DWG W15 ti0 REV 1.odf • • Impact Resistant: Yes Verified By: Javad Ahmad PE 070522 • • • • Design Pressure: +70/-90 Created by Independent Third �Ww: Yws • • Other: See attached drawing W15-60 for span vs load Evaluation Reports • • 0 • • • combinations and installation instructions. FL21857 R2 AE SS-2500 Alum�S!raaleHung Window {LMI) PAE2017.pdf •••••• • Created by Independent Third Pyryj, yes • • 21857.3 Series "580" Aluminum Single Hung Non -impact resistant aluminumsil jie h ung win �o� i • Window • • • • Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL21857 R2 II SS - 580 Alum•PIMV:ung Window (Nl)_ Approved for use outside HVHZ: Yes 201.7 DWG W17-19.odf • • • • Impact Resistant: No Verified By: Javad Ahmad PE # 70592 • • • • • Design Pressure: +60/-210 Created by Independent Third *rty:•12ee •• Other: See attached drawing W 17-19 for span vs load Evaluation Reports • • • • • • combinations and installation instructions. FL21857 R2 AE SS-580 Alum. Single Hung Window* PAE 2017,pdf Created by Independent Third Party: Yes 21857.4 Series 605 Aluminum Single Hung Large missile impact resistant aluminum single hung window. Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL21857 R2 Il SS-605 Alum. Single Hung Window (LMI) -2017 DWG W15-28.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +80/-115 Created by Independent Third Party: Yes Other: See attached drawing W15-28 for span vs load Evaluation Reports combinations and installation instructions. FL21857 R2 AE SS-605 Alum. Single Hung Window, LMI -PAE 2017.odf Created by Independent Third Party: Yes 21857.5 Series 747 HP Aluminum Single Hung Window Large missile impact resistant aluminum single hung window. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL21857 R2 II SS - 747 HP Single Hung Window LMI - 2017 DWG 15-31 REV 1.1)df Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +90/-130 Created by Independent Third Party: Yes Other: See attached drawing W15-31 for span vs load Evaluation Reports combinations and installation instructions. R2AESS-747._HP Single Hung,.-Wind.o....w-..jLMI.}.,;NAE 2017.odf 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 :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 4 3- https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqufjj9QzTt6YQ... 1/13/2019 Florida Building Code Online Page 3 of 3 ' (1), Florida Statutes, effective Dctober 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® H Credit Card Safe • • •••• •••••• • • • • •••••• • •••••• •••••• • •••• • ••••• •••••• ••• • ••••• •• •••••• •• •• • • • • ••••% • https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufjj 9QzTt6YQ... 1 / 13/2019 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 53 1/8" WINDOW WIDTH • • • Dt OPc. iv: (R EDP • • i FALSESAU��yy**INS • • (SURFACE*AFU ED) SED • ••• • 2(- .� • MAV BU/-"\"� HEAD/SILL ♦ y` !y II• h II II m � \ 2 n a w THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 605 ALUMINUM SINGLE HUNG -HIND OW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. II II I II II I u II II it II I II ----=ter---=-Tr----- � n n C II 53 1/8 WINDOW WIDTH 48 -- D L OPG W. (FIXED) I FALSE MUNTINS 21" MAX.(SURFACE APPLIED) Al_.._, i, MAY BE USED ` [ I AHEAD/SILL �j I I " o II II i7 % II 11 V I I `g1 i t I I a � m o Z I II it � I u H i i I ii �i I W U N I I II II = a -----ter----�r----- R _j E 5 1/2" MAX. I. 5 i/2" 47 3/4" HEAD/SILL I ..: HEAD/`. CORNERS 47 3/4 CORNE OPG. (VENT) D.L. OPG. (VENT) 50 1/8• ......_ ENT WIDTH VENT WIDTH TYPICAL ELEVATION TYPICAL ELEVATION EQUAL LITES WITH OPTIONAL FIN (SEE DESIGN CAPACITY CHART) EQUAL LITES (LIMIT DESIGN CAPACITY TO *61.0 PSF MAX.) g P. 8 D.L.O. WIDTH (FIXED) -------- WINDOW WIDTH - 4.875" m' o D.L.O. WIDTH (VENT) = WINDOW WIDTH - 5.375" LAMINATED GLASS D.L.O. HEIGHT = WINDOW HEIGHT/2 - 4.5" INSUL. LAM. GLASS LARGE MISSILE IMPACT y _ _ g o0 FL #21857 vg<m O A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND JJ��/ INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATON \\ iM' .•FY �'� PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED 'P�-�ENg�•., ` I IEll q ,, o ON THIS DOCUMENT. j a B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF 70592 ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED -� ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER I USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED '••• drow Ing I �® 3'T ENGINEER TO THE P.E.D. ENGINEER SMALL SUB I MR TO THIS LATTER THE SITEA� SPECIFIC DRAWING$ FOR REVIEW. ��;.• no. �I. �••."A •� iD-THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF 5— r' I W1LU 28 THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT // �/6aI" tit /' _-..._11111 ttt\. .sheet 1 of 7� Sealed: 12/612017 KT . . ... . . . ... .. .. . . . % .. . . . . . . . • • DESIGN LOAD CAPACITY -PSF (WITH ALUMINUM REINFORCING) GLASS TYPES • • • WINDOW DIMS. GLASS TYPE 'C' D' & 'S' GLASS TYPE 'F' LASS TYPE 'G' LA33 Tyr?' S TYPE 'j LASS TYIrE 'J' WIDTH HEIGHT El(T.(+) 1M.(-) EXT.(+) TNT.(-) EXL(+) 1M.(-) EXf.(+) 1M.(-) EXT.(+) t.T.(�j E%Tt+) tIR.(-) XL(+ ,(- 19-1/8" 70.0 70.0 61.0 61.0-..80.0 80.0 80.0 80.0 0. Bf�l 080.00 �. 80�0 26-1/2' 70.0 700 61.0 61.0 800 80.0 B0.0 80.0 80.0 BRIO •f�• _ 80.0••J�.O •I 90.0 37" 26, (4i 70 0 70,0 61.0 61.0 BO 0 80.0 80.0 80 0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 80.0 80.0 53-1/8" 70.0 700 61.0 61.0 80.0 80.0 80.0 800 80.0 19-1/8" 70.0 70.0 61.0 61.0 80.0 80.D 80.0 B0.0 Bo.O 80.0 .0 .0 •80.0 •90.0 26-1 /2" �-3/8, 70 0 70 0 61 D 61.0 BO 0 80.0 80.0 80 0 80 0 80.0• 80.0 • 8b.00 �.0 � 0 37' (4) 70.0 70 0 61 0 � 80.0 80.0 80 0 80.0 80.0 .0 • � 8Q.0 - •B0.0 53-1 /8" 70.0 70 0 61 0 80.0 80.0 80.0 _ H0.0 v 80.0 ib.0 • (� 0 85.0 . BS.O 19-1/8' 70.0 70.0 61.0 80.0 BO.O t10.0 B0.0 80.0 80.0 8 .0 80.0 80.0 26-1 /2" 70 0 70 0 61.0 t 80.0 80 0 80 0 90.0 80.0 80 0 80.0 80 0 80.0 3T I (5) 70.0 700 61.0 f 80.0 g0.0 800 80.0 80.0 g0.0 80.0 80.0 80.0 53-1/e" I 70.0 70 0 61.0 eo.o eo.o aD o ao.o so.o eo.o eo.o so.o ao.o 19-1/8" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 26-1 /2" 70 0 70 0 61.0 81 0 BO 0 80.0 80.0 80.0 80.0 80.0 60 0 80 0 80.0 80.0 37" (6) 70.0 70.0 61.0 61.0 B0.0 80.0 80.0 80.0 80.0 BO.O 80 0 90.0.. 80.0 60.0 ' 53-1/8" 70.0 70.0 61.0 61.0 B0.0 80.0 80.0 80.0 80.0 80.0 B00 80.0 80.0 80.0 79-1/8' 70.0 70.0 61.0 61.0 80.0 BO.O 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 26-1/2" 70.0 70.0 81.0 61.0 80.0 a0.0 80.0 80.0 80.0 730.0 80.0 BO.O 80.0 80.0 37" �, (6) 70.0 70 0 61.0 67.0 80.0 80.0 80.0 80.0 60.0 80.0 80 0 BO 0 80.0 80.0 53-1/8" 70.0 70.0 61.0 61.0 B0.0 80.0 80.0 800 80.0 80.0 800 80.0 80.0 80.0 19-1/8" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 90.0 80.080.0 80.0 26-1 /2" 70.0 70.0 81.0 61.0 80.0 80.0 80 0 80 0 80.0 80 0 80 0 80.0 80.0 80.0 37" 72, (7) 7D 0 70.0 61.0 61.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 53-1/8" - - 61.0 61.0 - 80.0 80.0 B0.0 j 80.0 78.2 78.2 B0.0 80.0 70.0 70.0 61.0 61.0 BO 0 80 0 B0.0 80.0 80.0 80.0 80.0 80.0 B0.0 90.0 26-1/2 70.0 70.0 61.0 61.0 600 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 B0.0 80.0 37" 7 70 0 70 0 61.0 61.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 53-1/8" - 61.0 61.0 - - 77.6 77.6 80.0 80.0 74.5 74.5 80.0 B0.0 24" 70.0 70.0 61.0 I 61.0 B0.0 B0.0 80.0 80.0 80.0 80.0 BO.o 80.0 B0.0 B0.0 30' 70.0 70.0 61.0 61 0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 B0.0 36" 70.0 70.0 61.0 61.0 .80.0 80.0 80.0 80.0 80.0 80.0 80 0 80 0 80.0 80.0 42" �) 70 0 70.0 61.0 B0.0 80.080.0 80.0 80.0 B0.0 80.0 80.0 80.0 _80:0 80.048' 700.0B0.0 ItO BO.O 80.0 800 800 80.0 80.0 80.0 80.0 BO.D54' 70.0 70.0 61.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24' 70.0 70.0 81.0 81.080.0 SD.O 80.0 80.0 80.0 80.0 80.0 80.0 80.0 30' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 a0.0 80.0 80.0 80.0 80.0 36" 70.0 70.0 61.0 61.0 B0.0 B0.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 42" (8) 70.0 70.0 61.0 61.0 80.0 80.0 , 80.0 80.0 80.0 80.0 B0.0 B0.0 80.0 80.0 48' 70.0 70.0 61.0 61.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 54" 70.0 70.0 61.0 81 0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24" 70.0 70.0 61.0 61.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 30' 70.0 70.0 81.0 61.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 B0.0 80.0 36" 70.0 70.0 61.0 61.0 80.0 60.0 B0.0 80.0 80.0 60 0 80 0 80 0 80.0 80.0 42" 72, () 70 0 70 O 61.0 61 0 80.0 80.0 80.0 80.0 80.0 B0.0 80 0 80.0 80.0 80.0 48" - 61 0 61 0 80 D 80 0 80.0 60.0 80.0 80.0 60.0 80.0 54" - - 61.0 81 0 - 79.1 79.1 79.1 79.1 76.8 76 8 78.4 78.4 24" 70.0 70 0 61.0 61 0 80 0 80.0 80.0 80 0 80.0 80.0 B0.0 80.0 B0.0 80.0 30" 70 0 70 0 61 0 61 0 80 0 80.0 80.0 80 0 BO 0 &10 0 BO 0 60.0 80 0 36" _ 84 61 0 61 0 80.0 BO 0 80 0 80 0 _80 80 0 80 O BO.O 80 0 42" I (e) 61 0 61 0 80.0 80 0 80 0 80 0 80 0 80 0 80.0 90 0 _ 48' - - 81.0 81.0 - - 80.0 (i0.0 80.0 80.0 77.5 77.5 80.0 80.0 DESIGN LOAD CAPACITY -PSF (KITH STEEL REINFORCING) WINDOW DIMS. GLASS TYPE 'F' WIDTH -HEIGHT El(T.(+) 1NT.(-) 19-1/B" 80.0 115.0 37' {4) 80_0 80.0 _I15.0 115.0 53-1/8" 19-1/e" 80.0 115.0 26-1/2" 38-3/e" 80.0 115.0 53-1/8" 80.0 115.0 t9-1/B" 80.0 115.0 26-i/2' �-5/B, B0.0 115.0 80.0 115.0 J7" (5) Bo.o 11s.o s3-1/e' 19-1/8' 80.0 115.0 26-1/2' 80.0 115.0 53-1/8" 80.0 7t5.0 19-1/8" 80.0 115.0 26-1/2" 63, 80.0 115.0 80�0 115.0 3T (6) 53-1/B' 80.0 115.0 19-1/8" 80.0 115.0 26-1/2" 72" 80.0 115.0 37" (7) 80.0 115.0 19-1/B" �76-3/4" 80.0 115.0 37" [ 80.0 112.2 24' } 80.0 115.0 30 80.0 115.0 1 38" i 48,.80.0 3 715.0 42 (5) B0.0 715.0 80.0 115.0 48' 54' 80.0 109.1 24" 800 115.0 30" 80 0 �� 115.0 36" 80.0 115.0 42" (8) .90.0 115.0 48" 80.0 109.7 54' 80.0 98.4 24' 80.0 115.0 30" 72" 80.0 1 /5.0 36' (7) �B0.0 115.0 42' 80.0 712.0 24" g4• 80.0 115.0 30' 8 80.0 115.0 V.� N • • ___i • • • • T. m q ; 31 • 26 QF 1ZY a • • 32 25 Q f ? a 0 O V O 6 ��yu7 •• •• G;aC • • v�'�; >M C •• ••• 27 O 17 �.��15 � O W 7 , Ippp i(r zm� V a J �'- 37" 115.0 J J J n i O rn _ ��o z o ' N N y t ; c ii O L t m 1 C ;O m �ze a- o O�z p a� �vE� w tt n a m j N l._ . a LEI O 60. `u u c u 0 0 u0 () NO. IN PARENTHESIS INDICATE N0. OF \`��®I ��II2 ANCHORS PER JAMB �� `f� • • VCENB �i No.70592 =t i NOTE: _ II I GLASS CAPACITIES ON THIS SHEET ARE t O N0. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB BASED ON ASTM E1300-09 (3 SEC. GUSTS)® F rd�awing no.l AND FLORIDA BUILDING COMMISSION 1,��.:!`oRto►.•' ®�� cap, W15-28 DECLARATORY STATEMENT DCA05-DEC-219�!i��®�1�i� ��j sheet p o 7 FL #21857 ,ilrnitll - Sealed:l2/6/2017 1 . . ... . . . ... V . • e. f • 'ANNGSS 3/16' ANN. GLASS • • • • : • • ,3/ " ANN. GL&4 . • • 3/16" HEAT STREN'D GLASS f W 2 ,a ayer .120' Interlayer 090' Interlayer 120" Interloyer p a � a J 1� C, Uvekol S rSaflex Coor And Color Glass Uvekol S Q d Nto USA. Inc' By 'Allnex USA, Inc.' 1 By 'Eastman Chemical Co.' ••1 By 'Allnex USA. Inc.' d I a .• • • • • ••• G t ANN. CLASS —3/i 6" ANN. GLAS'.1 • —,l/16 pAjIN. GLASS -3/1fi" HEAT STRENb GLASS • • • • •a •• • �Z a a &Zan g LICONE W CORNING 995 z m SILICONE I-• • • •SIL1rRJE DOW CORNING g93 z m DOW CORNING 995 SILICONE i 00 DOW CORNING 995N0 6 Q 4 N H j1v21'1A �I �I O 9A j1 9A I� rj 9AQ�p W AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITESAT 33 1/4 POINTS ON LITES 33 AT1/4 POINTS ON LITES 33 WIDER THAN 36' ONLY WIDER THAN 36" ONLY WIDER THAN 36' ONLY" WIDER THAN 36' ONLY w w w GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' S�LASS TYPE 'F' L a, i 0 on 1/8" ANN. GLASS 1/8" TEMP. GLASS 05 I N N 1/4' AIR SPACE `-1/4' AIR SPACE z C O i 0 1/8' ANN. GLASS -1/8" HEAT STREN'D GLASS ;''-0 o -1/8" ANN. GLASS , 1/8" HEAT STREN'D GLASS 3 0, a- " 090" Interlayer Saflex Clear And Color Glass 090' Interlayer Saflex Clear And Color Gloss .090" Interloyer h t i 090" Interlayer '� n m O Z By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Saflex Clear And Color Glass 'Eastman i--Saflex Clear And Color Glass 'Eastman a n By Chemical Co.' 1` ( By Chemical Co.' In y ') I F-1/8" ANN. GLASS r-1/8" HEAT STREN'D GLASS r1/8" ANN. GLASS 1, i[ I� 1/8" HEAT STREN'D GLASS , Q (L ti SILICONE SILICONE SILICONE y t4 SILICONE `! —'�-"3 GE RGS7700 GE RGS7700 GE RCS7700 OURASEAL SPACER I j GE RG57700 DURASFAL SPACER i ' BY 'QUANEX' BY QUANEX' `\ Z F Z F Z tw m 98 \F 98 \� 9C g AT 1/4 POINTS ON LITES 33 WIDER THAN 36' ONLY AT 1/4 POINTS ON LITESt� 33 WIDER THAN 36' ONLY 33 AT 1/4 POINTS ALL SIZES / 33 AT 1/4 POINTS ALL SIZES i� ( u .y f) GLASS TYPE 'G' GLASS TYPE 'H' GLASS TYPE T GLASS TYPE— _'J' THIS GLASS TYPE ONLY FOR LARGE MISSILE IMPACT USE. NOT QUALIFIED FOR SMALL MISSILE IMPACT AREAS.` f`� �; • -"7® �� •. VOENg�c I r g % No. 70592 e Y GLAZING OPTIONS V — I-- . il ®�••• A OF % drowing no. ',�:a�:: •.... o�_�c�®.� W 15-28 ' FL #21857 Sealed:1216/2017 PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 21857 Date: 12/3/2017 Detailed Product Description: Manufacturer: ASSURA WINDOWS & DOORS, LLC. Manufacturer Address: 1543 N POWERLINE ROAD. POMPANO BEACH, FL 33069 Model Name: SERIES 605 ALUMINUM SINGLE HUNG WINDOW Maximum Frame Width: 54" Maximum Frame Height: 84" 0000 Maximum Load:+80 PSF,-115 PSF (Large Missile Impact) •••••• """' Installation Drawings # W15-28 •• • • This product complies with the High Velocity Hurricane Zone (HVHZ) testingMidirements. • The above maximum parameters do not occur simultaneously. See charts on installation drawings for combinations of span vs. load and ....: rein...;orc.rng. ty. pe. „• •• s• Comparative analysis used X Yes _ No • Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS;=) ' ASTM E283 Air Infiltration Fenestration Testing 12/10/2007 Leakage Laboratory 01/25/2005 10/22/2003 03/24/2003 ASTM E331 Water OR ASTM 547 Penetration & TAS 202 Fenestration Testing Laboratory 12/10/2007 01/25/2005 03/24/2003 FTL-5439 Michael Wenzel, P.E. FTL-4514 Edmundo Largaespada, P.E FTL-3975 Edmundo Largaespada, P.E. FTL-3755 Joseph Chan, P.E. FTL-5439 Michael Wenzel, P.E. FTL-4514 Edmundo Largaespada, P.E FTL-3755 Joseph Chan, P.E. ASTM E330 Uniform Static Fenestration Testing 01/21/2009 FTL-5742 Michael Wenzel, P.E. & TAS 202 Air Press. Laboratory 12/10/2007 FTL-5439 Michael Wenzel, P.E. 01/25/2005 FTL-4514 Edmundo Largaespada, P.E 10/22/2003 FTL-3975 Edmundo Largaespada, P.E. 03/24/2003 FTL-3755 Joseph Chan, P.E. ASTM F558 Forced Entry Fenestration Testing 12/10/2007 FTL-5439 Michael Wenzel, P.E. Laboratory 01/25/2005 FTL-4514 Edmundo Largaespada, P.E 10/22/2003 FTL-3975 Edmundo Largaespada, P.E. 03/24/2003 FTL-3755 Joseph Chan, P.E. 9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST FBC 1626.2 Large Missile Fenestration 01/21/2009 FTL-5742 Michael Wenzel, P.E. (TAS 201 & 203) Impact & Testing Laboratory 12/10/2007 FTL-5439 Michael Wenzel, P.E. Cyclic 01/25/2005 FTL-4514 Edmundo Largaespacla, P.E 10/22/2003 FTL-3975 Edmundo Largaespacla, P.E. I I 03/24/2003 I FTL-3755 I Joseph Chan, P.E. I Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: t'141111111" ......... . fJo~J0 -0 ST F Z R Javad Ahmad PE # 70592 : 12/11/29�1&870 6 0 od 'r 1,10% aleo• Al-Farooq Corporation EB # 3538 0.00•:090:0 a 04 of*:** 0 Sege** 0• 0• :#9:0: 9 00 0 0 so 0 w see Sege 9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.corn 0 0 :0090: Florida Building Code Online e S•,� btj4r'5 Page 1 of 4 SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map ,'; Links Search viol liG Product Approval 'USER: Public User Product Aooroval Menu > Product or Aoolication Search > Application List > Application Detail • A/ FL # FL22633-R3 \Y) Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved • • • • Masonite International 000000 •••••• • • • • • • • • 1955 Powis Road • • • : • • • • • West Chicago, IL 60185 • • • • • • (800) 663-3667 •••••• �•••�• • • sschreiber@masonite.com • • • • • • • • • • • n •••••• ••• • ••••• Steve Schreiber • • • • • • • • • • • • sschreiber@masonite.com • • • • • •••••• •• • • •• • • *.:..a Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 201 TAS 202 TAS 203 Method 1 Option A 04/16/2018 04/18/2018 04/24/2018 Year 1994 1994 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paraxn=wGEVXQwtDgv3cRDYzFYh... 1 /13/2019 Florida Building Code Online Page 2 of 4 Summary of Products FL # Model, Number or Name Description 22633.1 HPC Steel -edge Steel Side -Hinged 6'-8" Glazed I/S or O/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL22633 R3 C CAC N1013762.01-Rl.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22633 R3 II FL0221 gdf Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system is FL22633 R3 AE 514008.pdf required. Door top rails stamped "HPC". See DWG-MA-FL0221 Created by Independent Third Party: Yes for details. 22633.2 HPC Steel -edge Steel Side -Hinged Door Unit 6'-8" Impact Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes 0000 FL22633 R3 C CAC N1013762.04-Rl.pdf • • Approved for use outside HVHZ: Yes Quality Assurance Contract l xpirilti n Date • • • • Impact Resistant: Yes 06/30/2021 • • • • • Design Pressure: +50/-50 Installation Instructions • • • • • • Other: Evaluated for use in locations adhering to the Florida FL22633 R3 II FL0223.odf • • • • • • Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditatiew&Management Institute and where pressure requirements do not exceed the design Created by Independent Third PIgy,:, • • pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation Reports • • 000000 impact resistance is required, hurricane protective system is FL,Z2_03,,,,,,R3.,_AE...5.14.Q.0 Pdf 0000 • not required. Door top rails stamped "HPC". See DWG -MA- Created by Independent Third4Party:•Y*s • • • • FL0223 for details. • • • • 22633.3 Steel -edge Steel Side -Hinged Door Unit 8'-0" Opaque I/S or O/S Single 83MI y�e Door w/ or w/o Sidelites • • • • �a_•.a.a•_� Limits of Use Certification Agency Certifi4te • • • • Approved for use in HVHZ: Yes FL22633.,,.,.,R3.__CCAC,..„NIQ1376Z;Oj"d0 • • • Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date •; • • • Impact Resistant: Yes 06/30/2021 Design Pressure: +48/-48 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22633 R3 II FL0224.pdf Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system is FL22633 R3 AE5140,47.pdf not required on doors, but is required on sidelites. See DWG- Created by Independent Third Party: Yes MA-FL0224 for details. 22633.4 Steel -edge Steel Side -Hinged Door Unit 8'-0" Glazed I/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22633 R3 C CAC NI013762.07.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +40/-45 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22633 R3 tI FL0225.odf Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system is FL22633 R3 AE 514007.pdf required. See DWG-MA-FL0225 for details. Created by Independent Third Party: Yes 22633.5 Steel -edge Steel Side -Hinged Door Unit 8'-0" Glazed O/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22633 R3 C CAC NI013762.07.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +45/-40 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22633 R3 II FL0225.pdf Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system is FL22633 R3 AE 514007.pdf required. See DWG-MA-FL0225 for details. Created by Independent Third Party: Yes 22633.6 Steel -edge Steel Side -Hinged Door 18'-0" Impact Glazed I/S or O/S Single or Double Door w/ or Unit w/o Sidelites https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3cRDYzFYh... 1 /13/2019 Florida Building Code Online Page 3 of 4 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +40/-40 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When impact resistance is required, hurricane protective system is not required. See DWG-MA-FL0226 for details. Certification Agency Certificate FL22633.R3_C CAC NI013762.08.pdf Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22633 R3 1I FL0226. df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22633 R3 AE 514007.pdf Created by Independent Third Party: Yes 22633.7 Steel -edge Steel Side -Hinged Door Unit 6'-8" 3/4-Lite Glazed I/S or O/S Single or Double w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22633 R3 C CAC NI013762.0,3-_Rl.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22633 R3 II FL0219.Ddf Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system is FL22633 R3 AE 514008.Ddf required. See DWG-MA-FL0219 for details. Created by Independent Third Party: Yes • • • • •. 22633.8 Steel -edge Steel Side -Hinged Door Unit 6'-8" Impact Glazed I/S Single or•libubk Door vt/ or wjo Sidelites • • • • • 0 Limits of Use Certification Agency Certificate• • • • • Approved for use in HVHZ: Yes FL22633 R3 C CAC NIU13762.0� • Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data • • • • • Impact Resistant: Yes 06/30/2021 • • • • • Design Pressure: +40/-45 Installation Instructions • • • • • • • • • • Other: Evaluated for use in locations adhering to the Florida FL22633-,„R3 Ii • • • • Building Code, including the High Velocity Hurricane Zone, ,"„FL02-22..,pdf • • Verified By: National Accreditation &• Management Institute and where pressure requirements do not exceed the design Created by Independent Third Vr". • pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation Reports . • • • impact resistance is required, hurricane protective system is FL22633 R3 AE 514008.pdf • • • • • • not required. See DWG-MA-FL0222 for details. I Created by Independent Third gartyi Vgs • 22633.9 Steel -edge Steel Side -Hinged Door Unit 6'-8" Impact Glazed O/S Single or Double Door:4 i o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22633 R3 C CAC NI013762.05-Rl.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +45/-40 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22633 R3 II FL0222.pdf Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system is FL22633R3.-_AE5,14008,..pdf not required. See DWG-MA-FL0222 for details. Created by Independent Third Party: Yes 22633.10 Steel -edge Steel Side -Hinged Door Unit 6'-8" Opaque I/S or O/S Single Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22633 R3 C CAC NI013762 Rl.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +65/-65 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22633 R3 II FL0218, dfdf Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-0" x 6'-8" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system is not FL22633 R3 AE 514010 odf required. See DWG-MA-FL0218 for details. Created by Independent Third Party: Yes 122633.11 ( Steel -edge Steel Side -Hinged Door 6'-8" Opaque I/S or O/S Single or Double Door w/ or w/o Unit I Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When impact resistance is required, hurricane protective system is Certification Agency Certificate FL22633 R3 C CAC NI013762-R1 k0f Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22633 R3 11 FL0218.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22633 R3 AE 514008.pdf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3 cRDYzFYh... 1 /13/2019 Florida Building Code Online Page 4 of 4 not required on doors, but is required on sidelites. See DWG- MA-FL0218 for details. Bdtic NCMt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an WEED employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe . . .... ...... ...... . ...... .... . as aa• aaaaaa aaa . aaaaa .. .. .. ...... . . . . ...... •aaaaa a 00. 00 a a 00 a https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3 cRDYzFYh... 1 /13/2019 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: N1013762.05-Ri 1955 Powis Road Certification Date: 06/26/2017 West Chicago, IL 60185 Expiration Date: 06/30/2021 Revision Date: 04/13/2018 Product: Metal -Edge Steel Opaque Inswing or Outswing Dom- w/ & w/o Impact Rated Sidgatt4f • • (w/Wood Frame unless noted) • • • • • .... • - Specification: TAS 201/202/203-94 • • • ... • • • • Glazing: Insulating Glass: 1/8" Tempered Glass/1/8" Heat Strengthened Gjq, yp..020" SafCf Me • • • •: • Interlayer/1/8" Heat Strengthened Glass • The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certifcasi1■ • e label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This pro jtle?11Apeen apdrgWjj=gf listingwithin • NAMI's Certified Product Listin at www.Nainicertification.com. NAMI's Certification Pro ram is accredited by The An ericanq%tional Standards Institute (Abdillil.0 • • Inswing Glazed Structural Water Missile • • • • eVst Report Number 0000 Configuration or or Maximum Design Test Impact • NuuMS S& Outswing Opaque Size Pressure Pressure Rated • • • •P)rawing 0000 Comments X US Glazed 3'0" x 6'8" Wli-45 0.0 psf Yes _ 00 ATLNC 01 24.0 -r7 IF Single • 1 einuon Pan Size: 3' "x 6'8'" • • • • Anchor De1ai1,-D 1 1222.17 X 01S Glazed 3'0"x 6'8" +451-40 3.75psp Yes • •ATLNCo12*01-17,W-1857 • Single 6.0 psf • •Mafimum Panel Sine: 3'0" x 6'V *see 7.50 9f'+' ••Amhdl Details-L G-�A}�0222-17 • XX US Glazed 3'0' x 6'8" +40/45 0psf Yes ATLNC0Aa! DOtlble Ma.xinw i Panel Size: 3'0" x 6'8" Anchor Dew, Is-DWG-MA-1 L,0222-1 7 XX 0/S Glazed 3'0"x 6'8" +45l-40 3.75psf Yes ATLNC0124,01-17 Double 6.0 psf Maximum Panel Size: 3*0" x 6'3" 7S0 psf Anchor Details-DW6-MA-I1,0222-17 XO/OX US Glazed Door 6'0" x 6'8" +40%45 0 psf Door -Yes Aft .NC 012401-17 --- Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size 3'0' x 6'8'/Sidelite 3'rt" x 6'8" Anchor Dew i ls-DWG-MA-17 L0222-17 XO/OX OiS Glazed Door 6'0" x 6'8" 445/40 3.75 psf Door -Yes ATLNC 0124.01-17 Single w/Sidelite Glazed Sidelite 6.0 psf Sidelite-Yes Maximum Panel Size: 3'0" x GS"'Sidelite: 3'0' .x 6-s" 7,50psf' Anchor Details-DWG-MA-FL0222-17 OX0 US Glazed Door 9'0" x 6'8" +40/-45 0 psf Door -Yes ATLNC 0124.01-17 Single w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"'Sidelites 3'0" x 6`8' Anchor Details-DWG-MA-FL0222-17 OX0 O/S Glazed Door 9'0" x 6'8" +45/40 3.75 psf Door -Yes ATLNC 0124.01-17 Single w/Sidelites Glazed Sidelite 6.0 psf' Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'x" 7.50psf' Anchor Details-DW(I-MA-FI-0222-11 OXXO I/S Glazed Door 12'4" x 6'8" r401=45 0 psf Door -Yes ATLNC 0124A1-17 Double w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8';'Side1ite: 3'0'" x 6'8' Anchor Details-DWG-MA+L.02'-2-17 _ OXXO O/S Glazed Door 12'4" x 6'8- +45/40 3.75 psf Door -Yes AlLNC0124,01-17 Double w./Sidelites Glazed Sidelite 6.0 psf Sidelite-Yes Maximum Panel Si— 3-0" x 6 87/Sidehle: 1'0" x 6'8' 7.50 >sf' Andwr Delails-DW(1-MA-17L0222-17 I -Denotes Bumper Outssring "threshold 2 -Denotes Z-Series Outswing Ihrmhold 3-Hi-Dam Outswing Threshold 4-Pro 14 Threshold 5-HP Outswing "threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: . . ... . . . ... .. .. .. . • ll MASONITC. ': :•: . IMPACT GLAZED STEEL -EDGE STEEL DOOR UNIT' • ` • : • 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES • • • • 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO • • • THE FLORIDA BUILDING CODE AND WHERE PRESSURE • • • • REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM • • • DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. • • • • • • • 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED. 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING: TFCT f1FSf:RIPTIAN nFSIGNATION I ITF FRAMF SELF IGNITION TEMP ASTM D1929 , 842 'F > 650 'F RATE OF BURNING A`>TM D635 1 28 IN MIN SMOKE DENSITY ASTM 02843 170.2X .TENSILE STRENGTH• ASTM D638 1.8X DIFF " COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 i, I GL QR UMT DOUBLE DOORUNIT SINGLE DOOR UNIT WITH SfDELITE CONFIG MAX WIDTH X 37.5 XX 74 OX or XO 75 OXO 112.5 OXXO 1 149 TABLE OF CONTENTS SHEET # = DESCRIPTION • • • • • 149` MAX. MRALL FRAME WIDTH • • 42:" MAX 36.375" MAX. •: • : • • D.L.O. - PANEL WIDTH f FRAME AME WIDTH MAX. W/ASTRAGAL IT 1 i i 1 DOUBLE DOOR UNIT WlStDEUTES Lj SINGLE DOOR UNIT SINj2LE Dp WITH SIDELITE DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE INSWING OUTSWING INSWING BUMPER 0 S Z-SERIES 0 S HIGH DAM 0 S! 74 0 S HP O S +40.0 -4 A +45.0 -40.0 N A 1 +25.0 4 -25.0 1 +40.0 -40.0 +4 .0 -40.0 +45.0 -40.0 +45.0 -4 .0 +40.0 -45.0 +45.0 -40.0 N/A +25.0 J -25.0 +40.0 -40.0 +45.0 -40.0 N A N/A +40.0 -45.0 +4&0 -40.0 N A +25.0 25.0 ,. +40.0 -40.0 +45.0 -40.0 N A I N A + -4 .0 +45.0 4 -40.0 1 N A +25.0 -25.0 'i +40.0 -40.0 +45.0 -40.0 N/A N A +40.0 -45.0 +45.0 -40.0 1 N/A 1 +25.0 -25.0 +40. -4O.D +45.0 , -40.0 N A N A 1L JlI s KURT BALTHAZOR FLORIDA P.E. #56533 N.T.S. sY: SWS BY., NG NO.: -M4-FLO222-17:' of 3 3" — SEE DETAIL "C" 3" — . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... . . . .. .. •.. . .. . . 6" SEE DETAIL • • • 6i • • »E" 3" 3" it • • ••• •.• • d • • 3i.• •• L 3. 3" (� 6". . • . . . ... . .. . . . 0.0 • - • • • • ••• •• W Q a N A w B B A O B 0 � _ 6" a 6" 3" 6" 6" 3" 3. I" 6" 6. 0 N w »t W a SEE DETAIL t� w w w) S ui a G 6' TEE DETAIL C" 6" SEE DETAIL #8 x 2" " ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH #8 x 2.. #10 x 5/8" THE THRESHOLD & INTO THE 51 STRUCTURE DEEP ENOUGH #8 2" #10 x 5/8 FOR A 1.375" THROW x #10-24 x i/2" DETA!("' ASTRAGAL #10 x ATTACH ASTRAGAL RETAINER BOLT ETAJL T" ASTRAGAL #10-24 x 112" STRIKE PLATE TO FRAME #10 x 5/8" AS SHOWN. DETAIL "C" 0.124" HEAT STRENGTHENED DECORATIVE INSERT 0.962 � 0.090' SAW (N0A T OPTIONAL) 1.375" t A37" STRENGTHENED 0.124" HEAT S'TRElWRt1ENED .„y,__ .0124" TEMP. I, T T T 1/2- BITE INSWING THRESHOLD BUMPER 0/5 THRESHOLD D T4 O/S THRESHOLDwMw 1 1 1 ONO 1.482" 1.75" OM"-al.047- 1.437" AddendumiDWM ~,~ :. TY L%�1L GLAZING D�ETA�I! Z—SERIES—SERIES OZSTHRESHOLTHRESHOL H��AM QZS THRESHOLD P OIS THRESHOLD IMPACT RATES GLASS cc Do �.t Q ja� `! �Q C� Lu L SCALL N.T.S. owC. BY: SINS CXK. BY: . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . SEE DtTil • "E" :HT• 2 �� • • • • • i • • • • • •"� 6" 6" 3 a co • 3., . • 6" I• t• • 3" 4 3" p c0 • •• as .t Q i I II I 1 II I 0 ►— 6" 6" .......10_ujcc^^�g:s� • • • • N j � • • • • • • € V •• • • • • •• •• a td a L W Ln U a SEE DETAIL } "D' SHT. 2 — — d N k- f— � a LLJ SEE DETAILcy q "C" SHT. 2 A w _ (:::a O � w 1 6 lot Q --i 3" LN{y QN 3" 6 6" i- *s SEE DETAIL 6" 6. o► o "F" SHT. 2 6. iii of HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND i SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. ATTACHMENT DETAIL 1.25" 2. 4" X 4" FULL MORTISE BUTT HINGES. 1, ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN o.25" M 1"X1/2" CORRUGATED #tDX2" WOOD SCREW SIGNED AND SEALED BY ROBERTO LOMAS, PE T sH' M 3" FROM EACH END 6" FROM EACH END (FLORIDA #62514) WITH THE LOWEST (LEAST) �� AND 7' OC AND 12' Oc FASTENER RATING FROM THE DIFFERENT FASTENERS cL — 4 BEING CONSIDERED FOR USE. JAMB, HEAD, AND ? ACRYLIC THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE LATEX #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY ALATEx CAULK SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION { LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". CAULK OL WOOD SCREW EDGE DISTANCE MIN 3/4". r I •`' $ COMBINATION WOOD COMBINATION WOOD 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.5N" MULLION (BOXED) MULLION (BOXED) ANSI AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT 0.25" EW/ OF 1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MAX { ° D SCR END S" AddanduntoplpM MINIMUM EMBEDMENT OF 1-1/4". CL 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ® p� TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK • ANCHOR INSTALLATION INTEGRAL WOOD MULLION (CHS) N.T.S. Eryi sws BY. NO NOo -AMA-FLO222-17 3 of 3 1 of 3 L. Roberto Lomas P.E. 1432 Woodford Rd Lewisville, NC 27023 434-688-0609 Manufacturer: Masonite Report #: 514008 Date: 05/01 /2017 rllomas o)lrlomaspe.com Test Report. N/A Product: Double Door with and without sidelites 12'x6'8" (wood frame) Scope; This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/ S w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NOS 2012, TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb = 80,000 psi Side member: Douglas Fir -Larch (6=0.50) Main member: Spruce -Pine -Fir (6=0.42) 0000 Side member thickness: t,= 1.000 in Main member thickness: t.= 1.500 in • •0000 Side member dowel bearing strength: F., = 4,650 psi Main member dowel bearing strength: Fe. = • 8,350•psi■ Side member dowel bearing length: 1, = 1.000 in Main member dowel bearing length: I. = 1.140 in i • • • • •••••• • Mode I. Mode I. Mode II • Mode III. Mode III, 000000 Mode IV • qm = 636.5 Ibs/in qs = 884 Ibs/in A: 0.0007 A: 0.00096 A: 0.00107 0000 A: 00014 • P = 725.61 Ibs P = 884 Ibs B: 1.07 B: 0.57 B: 0.5 • 0000 • B: 0000 • • KD = 2.400 KD = 2.400 C:-427.67 C:-253.62 C: -267.7 C: •V% • Z.= 302 Ibs Z,= 368 Ibs P = 331 Ibs Ms = 46.8 in-Ibs Mm = .0000. 46.8 in-Ibs • • • • KD = 2.400 P = 297 Ibs P = 319 Ibs • • • P = 263 Ibs• Min. Design value: Z= 110 Ibs Z= 138 Ibs KD = 2.400 KD = 2.400 • • : • : KD = 2.4000 Duration Factor: CD= 1.6 Z= 124lbs Z= 133lbs• • Z= : wit; 0 Allowable Design Value (ZCo): Z'= 175 Ibs/anchor • • • • Solid members w/ $ w/out gap: • • • • • • a. With threads present in shear plane • • • • Fastener type: #10 wood screw (NDS 2012, TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb = 80,000 psi Side member: Douglas Fir -Larch (6=0.50) Main member: Steel strap/clip Side member thickness: t,= 1.000 in Main member thickness: %= 0.048 in Side member dowel bearing strength: Fu = 4,650 psi Main member dowel bearing strength: F_ = 61,850 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: I. = 1.140 in Mode I. Mode I, Mode II Mode III. Mode III, Mode IV qm = 11752 Ibs/in qs = 884 Ibs/in A: 0.0003 A: 0.00059 A: 0.00033 A: 0.0006 P = 13397 Ibs P = 884 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000 KD = 2.400 KD = 2.400 C:-4038.9 C:-3864.9 C: -267.7 C: -93.6 Z.= 5582 lb. Z: 368 Ibs P = 2287 Ibs Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs KD = 2.400 P = 2126 Ibs P = 420 Ibs P = 392 Ibs Min. Design value: Z= 163 Ibs Z= 953 Ibs KD = 2.400 KD = 2.400 KD = 2.400 Duration Factor: CD= 1.6 Z= 886 Ibs Z= 175 Ibs Z= 163 Ibs Allowable Design Value (ZCo): Z'= 262 Ibs/anchor Fastener type: 1/4" ITW Topcon N.O.A. 16-1222.06 Substrate: Hollow block Minimum embedment: 1.25 in Edge distance: 4.00 in Tabulated shear design value: Z = 202 Ibs Edge distance: 2.00 in Tabulated shear design value: Z = 161 Ibs Actual edge distance: 2.50 in Reduction factor: 0.85 �'\r%11 ( t )) i J// Spacing: 4.00 in Tabulated shear design value: Z = 202 Ibs Spacing: 2.00 in Tabulated shear design value; Z = 164 Ibs ��■/�,'�/� Actual spacing: 3.00 in Reduction factor: 0.91 ` . • `` E, •� �/ Allowable Design Value (Zf r): Z"= 155 Ibs/anchor ` • .► Minimum anchor capacity: 155 Ibs/anchor ..�.. *6 Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. +�'�4TATI: a ,;:-A_,;:-A_ • OF .• "� i sto;A1.tEa�� Luis R. Lomas P.E. FL No.: 62514 5/2/2017 L. Roberto Lomas P.E. 1432WoodfordRd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514008 434-688-0609 Date: 05/01 /2017 rllomas oNrlomaspe.cOm Anchor calculations. minimum required anchors 36.38 36.38 + t EAl E., 79.25 72.75 37.50 36.38 36.38 37.50 79.25 Y �Y_ Y_I Al _I Al A4 A4 Al 147.75 Anchor Locations: 79.25 2of3 besion oressure: 60.0 osf Zone Area (ftZ) Load (Ibs) Ind (in) Max. O.C. (in) Anchor Result Cap. (Ibs) QtY Load (Ibs) Al 2.3 138 N/A N/A 155 1 138 OK AZ 7.7 463 6.00 21.00 155 5 93 OK A3 7.7 463 N/A N/A 155 3 154 OK besion pressure: 60.0 vsf Zone Area z (ft) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor, Result Cap. (Ibs) Q Load (Ibs) Ar 2.4 146 N/A N/A 155 1 146 OK A2 7.9 473 6.00 21.00 155 5 95 OK A3 7.8 468 N/A N/A 155 4 117 OK A4 2.3 1 138 1 N/A N/A 155 i 138 OK As 7.7 1 463 1 N/A N/A 1 155 3 154 1 OK Double door 36.38 36.38 6.00 TYP. 6.00 TYP. 18.19 TYP. 3.00 TYP. 1 6.00 13.45 MAX. O.C. 6i • • •••• •••••• •••••• • •••••• • •••• • • • • • • •••••• •••• • ••••• • • •••••• ••• • ••••• •••••••• •• •••• •• • •• • • • • • • • • • • •••••• •••••• • • • • • 00600 •• • • •• • • ♦••• '�1jil111///7 LP ter. • • ..�' 0 6 TAT OF �1 %�'t�c► 0R10t; G. : z0NAt`��`� Luis R. Lomas P.E. FL No.: 62514 5/2/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514008 434-668-0609 Date: 05/01 /2017 rllomasMrlomasoe. corn Double door with sidelites 79.25 3750 -_.. - 36.38 18.75 TYP. -- 6.00 WR 'I� ��i 6.00 TYP. rt 18.19 TYP. 3.00 TYP. �+ 1 6.00 13.45 MAX. O.C. t 1 6.00 36.38 _ ►+ _ 37.50 �{ Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOWIFILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KS1/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 3of3 Y • • •••• •••••• ••• ••• • ••••• •• •• •••••• • ♦tt��`1 �#Itrll��r�� ``�J�S••••04f w• •�,\C' E N `�'F••��'�'! • Y N TAT e OF j5' 0R10"t, • • ■ • Luis R. Lomas P.E. FL No.: 62514 5/2/2017 Florida Building Code Online�r Page 1 of 4 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By . . .... ...... •••••• • • •••••• Therma-Tru Corporation • • • • • • • • • 118 Industrial Drive • • • • • • • • Edgerton, OH 43517 0900 • .. • • • (419)298-1740 rickw@rwbldgconsultants.com •••••• • • ••• • • • ••�••• •• •• •• •••••• • • Vivian Wright • • • • rickw@rwbldgconsultants.com • • • • • • • • • • • • • • • • • • 0.:..* Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E PE-43409 National Accreditation and Management Institute 12/31/2021 Ryan J. King, P.E. �' Validation Checklist - Hardcopy Received FL20468 R3 C01 (cZCertificate of Independence.pdf Standard AAMA/ W DMA/CSA101/I. S.2/A440 ASTM E1886 ASTM E1886 ASTM E1996 ASTM E1996 ASTM E1996 ASTM E1996 ASTM E330 TAS 202 Florida Licensed Professional Engineer or Architect FL20468 R3 Eauiv EOUIVALENCY QF STANDARDS.,pdf Year 2005 2005 2002 2009 2006 2002 2005 2002 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJ... 1 / 13/2019 0 Florida Building Code Online Page 2 of 4 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/09/2018 10/11/2018 10/21/2018 12/11/2018 FL # Model, Number or Name Description 20468.1 a. Therma-Tru Fiber -Classic and Nominal 68 "Impact" Opaque Composite Edge Fiber2lassr Smooth -Star Single Door (Inswing/Outswing;SC copffgpration) * • Limits of Use Installation Instructions • • • •. • Approved for use In HVHZ: No FL20468 R3 II (e) lnst 2046811!0 i • • Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt.iiri.eQ409 • Impact Resistant: Yes Created by Independent Third PajtY:,jes Design Pressure: N/A Evaluation Reports • • • • • • • • Other: See INST 20468.1 for Design Pressure Ratings, any FL20468 R3 ..AE c Eval 20468�E,f* • additional use limitations, installation instructions and product Created by Independent Third Ra6tv0W 000 • particulars. (For Fiber -Classic and Smooth -Star Door panels, • • • • • • • this product approval requires the use of "7" part numbers for • these doors, which have been stained or painted within six • • • • • • • months of installation.) 20468.2 EbTru Fiber -Classic and ar Nominal 6'8 "Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (InsAfj/OdItswing;' O,ORSr OXO configurations) • • • • Limits of Use Installation Instructions Approved for use in HVHZ: No FL20468 R3 II (e) Inst 20468.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20468.2 for Design Pressure Ratings, any FL20468 R3 AE (dd) Eval 20468.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star Door and Sidelite panels, this product approval requires the use of "T' part numbers for these doors, which have been stained or painted within six months of installation.) 20468.3 rThet Tru Fiber Classic and tar Nominal 6'8 "Impact" Opaque Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20468 R3 lI (e) Inst 20468.3.(�df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20468.3 for Design Pressure Ratings, any FL20468 R3 AE (d) Eval 20468.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star Door and Sidelite panels, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20468.4 d. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20468 R3 II (e) Inst 20468.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20468.4 for Design Pressure Ratings, any FL20468 R3 AE (c) Eval 20468A.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star Door panels, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20468.E e. Therma-Tru Fiber -Classic and Nominal 8'0 "Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJ... 1 / 13/2019 Florida Building Code Online Page 3 of 4 Limits of Use Installation Instructions Approved for use in HVHZ: No FL20468 R3.., IL..._..(e).,Inst 2n468 5 pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20468.5 for Design Pressure Ratings, any FL20468 R3 AE d Eval 204 8.5,odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star Door and Sidelite panels, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20468.6 f. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Impact" Opaque Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20468 R3 II (e) inst 204§8.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports 0000 Other: See INST 20468.6 for Design Pressure Ratings, any FL20468 R3 AE (d) Eval 20468.6. d�f • • additional use limitations, installation instructions and product 0000 particulars. (For Fiber -Classic and Smooth -Star Door and • • • • • Sidelite panels, this product approval requires the use of "1" •••••• • • • • • • part numbers for these doors, which have been stained or • painted within six months of installation.) 000000 • 20468.7 g. Therma-Tru Fiber -Classic and Smooth -Star Nominal 68 "Impact" Glazed Composite Edge Fiberglass• Single Door (In swing/Outswing;A WNLuration) Limits of Use Installation Instructions • • • • • * • • Approved for use in HVHZ: No FL20468 R3 1I e Inst 20468.7, df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt. . y4'409 Impact Resistant: Yes Created by Independent Third Party: Y(% • • Design Pressure: N/A Evaluation Reports • • • • • • • Other: See INST 20468.7 for Design Pressure Ratings, any FL20468 R3 AE (d) Eval 2046C.7.odf • additional use limitations, installation instructions and product Created by Independent Third Pal-fy: Y& • • • • • particulars. (For Fiber -Classic and Smooth -Star Door panels, • 0 • • this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20468.8 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20468 R3 II (e) Inst 20468.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20468.8 for Design Pressure Ratings, any FL20468_ R3 AE. (d) Eval 20468.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star Door and Sidelite panels, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20468.9 i. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Impact" Glazed Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20468 R3 11 (e) Inst 20468.9.12df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20468.9 for Design Pressure Ratings, any FL20468 R3 AE (d) Eval 20468.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star Door and Sidelite panels, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20468.10 j. Therma-Tru Fiber -Classic and Nominal 8'0 "Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20468 ,R3_.,II_jeZlnst,2046 .I pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20468.10 for Design Pressure Ratings, any FL20468 R3 AE (d) Eval 20468.10.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star Door panels, https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJ... 1 /13/2019 Florida Building Code Online Page 4 of 4 this product approval requires the use of "T' part numbers for these doors, which have been stained or painted within six months of installation.) 20468.11 k. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No fL2Q4 R3 Il q] In t 20468. 1:pf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20468.11 for Design Pressure Ratings, any FL20468 R3 AE d Eval 20468.11_pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star Door and Sidelite panels, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20468.12 I. Therma Tru Fiber Classic and Nominal 8'0 "Impact" Glazed Composite Edge Fibe�{�� Smooth -Star Double Door with or without Sid%lites (Inswing/Ot is inq? XX or OXXO configurations) • • • Limits of Use so 0 Installation Instructions • • • • • • Approved for use in HVHZ: No FL20468 R3 Il (e) Inst 204680, off • • Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt!RLr."409 • Impact Resistant: Yes Created by Independent Third Pa04;,yes • • Design Pressure: N/A Evaluation Reports • • • • • • • • Other: See INST 20468.12 for Design Pressure Ratings, any FL20468 R3 AE (d) Eval 20468.12.t8f • additional use limitations, installation instructions and product Created by Independent Third ftwW•uels 000 • particulars. (For Fiber -Classic and Smooth -Star Door and 000000 e • Sidelite panels, this product approval requires the use of "T' • • part numbers for these doors, which have been stained or :so:*: • • painted within six months of installation.) i . • e • • • S • s • • • 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 :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here Product Approval Accepts: hc,: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJ... 1 /13/2019 . . ... . . . ... .. .. . . . .. .. • . . . . . . . . . . . . ... . . . . .. . THERMANOOTRUDRS '.:(.�:i.� Fiber -Classic & Smooth -Star . • • ::. •.: • • : • • .-- so •• • • • • • ••• •• COMPOSITE EDGE GLAZED FIBERGLASS SINGLE DOOR INSWING/OUTSWING ,,IMPACT, GENERAL NOTES i. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Budding Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind home debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 4. For I(stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. Fiber -Classic & Smooth -Star Door panels require the use of "J" part numbers and must be stained or painted within sic months of installation. TABLE OF CONTENTS SHEM DESCRIPTION 1 Typical Elevations, Design Pressures & General Notes 2 Door Panel Details 3 Elevations 4 Horizontal & Vertical Cross Sections (2X Buck 5 Horizontal & Vertical Cross Sections I I X Buck) 6 Horizontal & Vertical Cross Sections Direct to Masonry) 7 Vertical Cross Sections (Thresholds) B Buck &Frame Anchoring 9 Hardware Details 10 Glazing Details 11 Components 12 Bit of Materials 37.75" MAX O.A. FRAME WIDTH � O Z Z 3 <� O? 00 f X e w V' m�egg i DESIGN PRESSURE (PSI) DESIGN PRESSURE (PSI) CONFIGURATION LOCK INSWING OUTSWING HARDWARE POSITIVE NEGATIVE POSITIVE NEGATIVE X Latch & Deadbott +47.0 -53.0 +50.0 -50.0 X MulFipoint +50.0 -50.0 +50.0 -50.0 See Sheet 3 for Hardware Specifications w!+ I km- N.T.S. G. BY.. JK <. BY. LFS WM1C NO, FL-20468.7 :ET __L or T2 1.198 1 61 LXIMOR * *** 1.87jF' 0.5" cmn• 0 oil 1 i *E COMPOSITE CAP 0, :0 44TER1611RO• : e 41, *0 • Go STILE COMPOSITE HINGE STILE ••o * LOCK IL K (ENGINEERED WOOD CAP (ENGINEERED WOOD) �1 HOR1Z6ATALtR6SS STCTICN • (12.5'LOYLVL) 0*0 00 2� 0.40&" �j 1.198!1 G1 EXTERIOR 1.875' 1. 198" 0.406' OMPOSITE L1" CAP INTERIOR COMPOSITE HINGE STILE me IFNC-,INFFRFD WOODI LOCK BLOC STILE (12.5- LONG WOOD) (ENGINEERED WOOD) 36.0"MAX. DOOR PANEL WIDTH (�oDOOR PANEL ,.r 40 BOOK 2'\ HORIZONTAL CROSS SECTION 35.813'MAX. DOOR PANEL WIDTH 3 2 !E F m Iuui i 0 / z w e 0 0 x L Hybrid Door 35.813"MAX. DOOR PANEL WIDTH (,j�, �RPANEI TOP RAIL (COMPOSITE/ENGINEERED _-- WOOD) -,, In m U) 0 1 .n ci m — 0 'im z 0 0 ..z 0 on QN •. 0 Z' EI z * 1.0 9 6OIL cw n 5 a: z * m a.e OC 6 OZ Lj .6 cq C5 FOAM CORE (POLYURETHANE- 1.9 PCF MIN.) 0 0 INTERIOR INTERIOR sERGLASS SKIT (0.073- THK.) BOTTOM RAIL (COMP.) VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION EXTERIOR uL- N.T.S. G. BY.. JK c fff.. LFS WING NO, FL-20468.7 M7 _2 OF 12 • • • • • • • • • • • • `1111111111//// • • ; i i i • i •• • • • • O' y101. i • • • • ••• • _ V •. T� Z 3.j M • ••• ••• • • •• 1 1 1 4rg �••' fro gq co • • • • • • /// 11 1111 �^ • • • • • • • • • m Z d 0 d • • • • • • • $ U N •• Z • r • . . . • .. • f \ 0� 9 p / Z O z mo 000cc W a. Ss �� mdaL, [ C D oZ g `o! (� �L2 5 4 �5J 6 6 X 3 3 6 xaRDwaRe TABLE 4 5 6 6 �o fro Z y r J m � W SEE HARDWARE KWIKSET �m CHART o 0 a yy Q O 1 2 e zZ % 7,) En OZp Z W _ gWo 0 ON� IR hN•-Z DATE 08/02/16 Fiber-Classic/Smoofh-Star Door Panel Options SML N.T.S. Products approved include all embossed and recessed panel doors. DW. W. dK Similar glazed panel configurations are allowed. CHK. BY-.LFS Panels shown are for illustration and are representative only. Dwuerm NO.' FL-20468.7 swu 3 or 12 MANUFACTURER MODEL SCHLAGE KNOB: F51 DEADBOLT: 660 KNOB: SIGNATURE SERIES L DEADBOLT: SIGNATURE SERIES (980) HOPPE MULTIPOINT:MPDGART (TNERMA•TRU) (3 pt. Manual Tongue) . . ... . • . ... `�tltll 111//�/ `�tltll 111//�/ • • • • • Q• • • • • • • w•• • • • • •00 • palew pis �$u _ n • ••• p �N':'j 6' •Q�j� M ' \US L • • • • + • / / 11� ` _ • • • • •• • -- O Mm2 • .• • . • • • • • ! • •• •♦ z y� $ a{ O N •; a v V, xZ j m C W t E. z m V oo`a. a `fig St .a� m 0. E a 0 E 9z 0 3Ta 40 41 42 7 1 �cYi Up=p EXTERIOR INTERIOR Q 1.15"MIN.N mp 1 VERTICAL CROSS SEC1 ON EMB.ITYP.) w 8 E 4 Shown w/ 2X Buck E °1 o� M Outswing shown (Inswing similar) B B � o =o C p I F U C e° a a ° 0.15' C-SINK �-{ (n,P) 0.15' C-SINK ITYPJ 1 i 2 O n D °e ° DoN O � C 6 7 zo W rn z INTERIOR INTERIOR ° IF Wt a 0 fA aj 0 Ziwa ° O F a d EXTERIOR EXTERIOR 24 40 41 42 27 1-1/4"MIN. 40 41 42 29 1-1/4"MIN. u� 08 02 16 SCALE N.T.S. EMB.(TYP.) i EMB. )TYP.) On. Br; JK 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION aek BY: LFS q Shown w/ 2X Buck 4 Shown w 2X Buck BRAWW No.: Outswing shown (Inswing simBar) Outswing shown (Inswing similar) FL-20468.7 i sir _�L or 12 E . . ... . . . ... . .. . . . . . . . . . ... . . . . ... \,,tnlnllli/ . . .. .. .. . A, •• • • • • • • //�� \,\ • • . • • 1 X &UCI�10 Ye SOCUr. �ft � • • C I I I1� o, z o ao 0 Z Tu U N Sr}lasonlq bother! • • . • o o y a cs xz4 V 9moU d m r� m d a= 40 41 42 � o Z 7 ��. EXTERIOR INTERIOR J� C Um � C0 �X 1 VERTICAL CROSS SECTION �z j Shown w/IXsub-buck Outswing shown (Inswing simlar) aa� w� W -0 A E E a, Nv) C rc on O 2& C & m J J 1 o o m 'v v z ZZR 6 7 A OF^ rn O Z O Z G INTERIOR INTERIOR ® G aL a io W CK� � n n 4a EXTERIOR EXTERIORo40 vV I ^ ^ 40 41 42 41 42 27 A ) N ^ 1-1/4-MIN. 29 1 1-Ile MIN. 08 02/16 EMB. (TYP.) EMB. (TYP.) N.T.S. . � dK 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION ONKorre. BY.. LFS 5 Shown w/ 1 X sub -buck Outswing shown (Inswing simTar) S Shown w 1 X sub -buck Outswing shown (lnswIwing sirnAa) oxWric ; FL-20468.7 i srm 5 or 12 • • .. .. •. • • • • • . • • •J • ... •. EXTERIOR W INTERIOR 1 VERTICAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 4-9/16' jamb x n C 1 1 C INTERIOR U FUL `V EMB. (TYP.) EXTERIOR 1-1/4"MIN. EMB. (TYP.) 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry 6 Shown Direct to Masonry Outswing only w/ 4-9/16' jamb Outswing only w/ 4-9/16' jamb EXTERIOR IM_ INTERIOR 4 VERUCAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 6-9/16 jamb J Outsswir g onty w/ 6-9/16�' jamb INTEROR EXTERIOR 0" 1.5" c E M E" MIN. v18. (TYP.) EMB. 6 HORIZONTAL CROSS SECTION— C C CL m=' o='�a w nC11 -z DAM 08/02/16 SCAM N.T.S. s JK 6 Shown Direct to Masonry Outswing only w/ 6-9/16' jamb irs rH: aLFS oWRs NO_ FL-20468.7 sHEEr _L of 12 . .. •.. Notes: • • • • • • • • • • , p��i • 1. Sill Item #'s 17,18, 32, 34, 35, 36, 37, 38 & 39 are attached td� ambs w/43) #812-1 /: pfh �ws dt eacloend.• • : Siil Item Its #8 • �� Q; �L � � 16 & 33 are attached to jambs w/ (2) X 2-1 /7"p4hScre�ws at each end. • MA • • • � ' � Sill Item # 15 is attached to jambs utilmng (2) # 10 X 7' pph screws at end. • • • • • _ V * � <C; � eve •• • • • •• ��!•'•.. O}�� a Coro • ••• •• �� 00 INTO ' ; O ER R INTERIOR EXTERIOR rt� �y • • • ••• p, o ° i U N .. •• \ V C, y0" Ea 2 �ZU 40 41 42 g 40 41 42 9 m o ""� 'm a a sue. 32 38 39 33 34 35 36 37 9 ul SEE NOTE I SEE NOTE I o 3 d N K h0 Ky ¢n J � 1 VERTICAL CROSS SECTION CJ o I � raU1 7 Inswing Sill VERTICAL CROSS SECTION a 7 Inswing Sill SEE NOTE 1 3 VERTICAL CROSS SECTION 7 Outswmg Sill EXTERIOR V1*771 INTERIOR SEE NOTE 1 4 VERTICAL CROSS SECTION 7 Pubfic Access Sill M N.T.S. BY.. JK L BY. LFS NAM NO, FL-20468.7 rr 7 OF 12 • . ••• • . • • • • •• • • • =C=i% #%� �M • ••• ••• • =�' g � �LL� •• • • • •• ••• �i '• �� °in • • • • • • • • Iill\ a • • • • • • • • • (3) #8x2-1/2' w z o co o •• • • • • • ••• ••• PFHWS $�� c0ic"'voz JAMB TO HEAD DETAIL o E Z 0 z (TYP.) a u 9 ° �i mo D L 2X BUCK p 1XBUCK HEAD &JAMBS .I to �p a (TYP') BUCK M DIRECT TOg m LJ m N MASONRY w� 2X BUCK FRAME �w w HEAD & JAMBS m `a Y �P) le o o m rc a a o » } -0 � —O J di �O zoo ono a C, N z D z w gi ZW= 0 O W O y D MASONRY (TYP) 2X BUCK ANCHORING FRAME ANCHORING W Z O^moo � ^ ^ z M N ^ Z U DAM 08102116 z N.T.S. ° DWr. BY. CHK. BY: LFS 3 DPAWW NO.: � FL-20468.7 a SHEEP _L OF 12 N 0 8 i3 s 3 0 • . ... • • • •o. . ... . . . . •.. • ``��nurrrrri 00, • z 2X BUCK L • • • • •�� j �� omm •• i•i i 0 • . •• •• SEE HINGE 'rrr 11roo z om d 1XBUCK G ••• • : • • ••• • , on z • • . ... . • DETAIL (TYP.) $ o a •: DIRECT TO MASONRY M 26 \ o g oEm g z m O0 2X BUCK 25 c m a a T d B �, °_ 1 X BUCK G T4 _ O SEE TONGUE w DIRECT TO 27 Y a O a o STRIKE DETAIL = 2X BUCK L 3' d M o o ITYP ) MASONRY N YO ^ M 1XBUCK G LATCH & DEADBOLT DETAIL m N x 9 Kwlkset � DIRECT RY M r v) MASONRY 31� LU I y Ct LU SEE LATCH TONGUE STRIKE DETAIL 2X BUCK L & DEADBOLT SEE LATCH u pan oc ig o DETAIL & DEADBOLT Fcn 1XBUCK G DETAIL 8 � -A�A DIRECT TO M o MASONRY Security Sub a Strike Plate 2X BUCK L m 28 8L.Lj IXBUCK G z 22 STRIKE JAMB HINGE JAMB STRIKE JAMB DIRECT TO 2X BUCK 25 Latch and Deadbolt Multipoint Lock MASONRY F < S 3O 000N N 2 Z WJ� O ZWr N IXBUCK G 27 DIRECT TO z a o MASONRY M LATCH & DEADSOLT DETAIL o w ` L. 2X BUCK Multipoint Locka LATCH 6 DEADBOLT DETAIL 29 G 1 X BUCK Schkage gg - M DIRECTTO ^ ^ mh I�H a MASONRY LATCH & DEADBOLT STRIKE DETAILS DIRECT TO MULTIPOINT LOCK STRIKE DETAILS " M MASONRY 24 23 n w ^ Z DATE 08 02 16 i SCALE: N.T.S. ° DEADBOLT STRIKE DETAILS HINGE DETAIL wvc • JK (Security Deadbolt Strike Plate) ORM W. BY�` �� on�xnHc NO, FL-20468.T 0 SHEEP 9 OF 12 N E E u EXTERIOR • • • • ... • • • CELLULAR GLAZING TAPE DOW 995 OR SIKA 552 #10 X IAIT PPH SMS INTERIOR 1/T GLASSBITE ' • '1/8&TE4ERFD (;4SE • • • • • • •1/26AIR SiAtE i • • • . •' 5/3T ANNEALED GLASS �— 0.0917' PVB INTERLAYER (SAFLEX OR KURARAY BUTACITE) 1/8' ANNEALED GLASS SWIGGLE GLAZING SPACER Gt GLAZING DETAIL Aluminum Impact Ufe Frame Door Panels & Sldelites T 1.53" 1 T f� ALUMINUM FRAME 3A ANrrdnum Impact Ute From Door Panels & Sldelites 20.W' D.L.O. WIDTH W O 4" (ITF ) �a ALUMINUM LITE FRAME X 1-1 /7' PPH SIAS (TYP.) 1" LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS W21% W Z uIN �Z O E 08102116 z N.T.S. G. BY.. JK m c BY. LFS ; WING No.: FL-20468.7 0 :Er 10 of 12 INSWING THRESHOLD 32 Iruwing Basic Composite Adjustable Sill 7-1/7 456=� J- 33 INSWING THRESHOLD Inswing Basic F.d Sill 5.75" *NSWING IHRESHOLD Inswing Moderate Climate Sill 13/8" 5.75' �11 J INSWING THRESHOLD Iruwtng Moderate Climate Sill 5.75' �n �11 J— INSWING THRESHOLD 36 Inswing Banc M MI Sill . m in �n m i U • ach J O • N A z Bm op UN•; 0 Z C 2 sm• 60 md`a T o: INSWING THRESHOLD OUTSWING THRESHOLD o Iruwing Composite Adjustable Sit IS Con�.4. Stl I V) 5.77' 0 4.56' �m UI 0 K a INSWING 1HRESHOLD 39 Insw ng Bas c Compost. Adjustable Sill��UISWING THRESHOLD Composite / Alumewm Sill 6.17' iv � In o 15 PUBUC ACCESS THRESHOLD 7� i7-1.79r" 1.92 a ro 8 SWEEP 9 SWEEP � *OLRSWING THRESHOLD Composite / Aluminum III (Thermal Break) 10 SWEEP o z —0810211 sML- N.T.S. Dwo. BY. JK DPAWVJG NM: FL-20468.7 sir T T OF T2 •.• �_ h i @p=gym a� 2 �j `iy\\\ '.. "aD o 0 aD 0 •; m' UN 0 � Z 9 2 0 Z U g g E N 5 O n. < m a0.✓n s� d Z 3a c zo � o a`^ W� W O J J CO m K o o a ri IN i z z CONCRETE ANCHOR NOTES: o 1. Concrete anchor locations at the comers may be adjusted to maintain the min. w 9 edge distance to mortarjoints. "MAX. a a O 2. Concrete anchor locations noted as ON CENTER" must be adjusted to o maintain the min. edge distance to mortar joints, additional concrete anchors °o EI ~ may be required to ensure the MAX. ON CENTER" dimension are not exceeded. a a 3. Concrete anchor table:' 0i w a o K m w z o^^o w z Z U M N DAM 0 02/16 i sr.ir. N.T.S. 5 MG. err: JK m WOOD SCREW INSTALLATION NOTES: �• Erf. LFS 3 ORWNO NO.: 1. Maintain a minimum 5/8"edge distance, I"end distance, & 1" o.c. spacing of wood screws to prevent the spilling of wood. FL-20468.7 0 SHEET 12 OF 12 N BILL OF MATERIA • ' • • • • ' BILL OF MATERIALS REM � DESCRlPiION • • • • • i • ' MAIERIIL ' SfEM i DESCRIP11ON MATERIAL A 1 X BUCK (SG >= 0.42) WOO 25 #8 x 2-1 /7' PfH WOOD SCREW STEEL B 2X BUCK (SG >= 0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL C 1/4" MAX. SHIM SPACE . • • • • •, 27 LATCH STRIKE PLATE STEEL D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE E'N• • • • . , • EEL• 28 DEADBOLT STRIKE PLATE (STANDARD) STEEL E MASONRY - 3,000 PSI MIN. CONCRETE C(II�FORMING ACI; 301 OR HOLLOW BLOCK CONFORMING TO AST •M C'90 • • • • • • C�:: R::' 28A DEADBOLT SUB STRIKE PLATE STEEL 28B DEADBOLT STRIKE PLATE (SECURITY) STEEL G 3/16" X 3-1 /4" ITW CONCRETE SCREW STEEL 29 4" X 4"HINGE STEEL J 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP L #10 X 2-1/7' PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP M 3/16" X 2-1 /4" ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 1 JAMB [FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP b WEATHERSTRIP (MEDIUM REACH} FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL [BOOK) - 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) - 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL(Ul) - 18 OUTSWING THRESHOLD ALUM/COMP 22 #8 x 3/4"PFH WOOD SCREW STEEL 23 # 10 x 3/4" PFH WOOD SCREW STEEL 24 # 10 x 1"PFH WOOD SCREW STEEL :ANCHOR 'ANCHOR FAIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE' EMBEDMENT TO MASONRY TO ADJACENT; EDGE, ANCHOR mN TAPCON 1/a^ 1-1/a" r a" ELCO ® ULTRACON 1/4- 1.1/4" 1" 4" ITW ® 3/16" 1-1/4" AS SHOWN 1-1/2" TAPCON R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9913 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Fiber -Classic and Smooth -Star Exterior Swinging Exterior Door 118 Industrial Drive Composite Edge Glazed Fiberglass Sing{�,00r Doors Assemblies Edgerton, OH 43517 g Inswin outsw+in • g 0090 Phone 419.298.1740 "Impact" : Scope: • � �: � Soo • This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. 4DU%t,,P.E. for Therma Tru • • • •: • Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Apo ival, Department of • Business & Professional Regulation. • • : •. •: • • • s•••• RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial InT499tsn the dbMan: • •: • •' manufacturing or distributing the product or in any other entity involved in the approval process of the product named • • • • • • •••.•• herein. • • • • • • Limitations: • • • • • .. • ; • 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code;off) structurtal req u irementys• • • • 0 excluding the "High Velocity Hurricane Zone" (HVHZ). . • . • • 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-20468.7 require further engineering analysis by a licensed engineer or registered architect. 6. Fiber -Classic & Smooth -Star Door panels require the use of "J" part numbers and must be stained or painted within six months of installation 7. See drawing FL-20468.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01460274 ASTM E1886-05, E1996-05 Testing Evaluation Lab.,lnc_ V.K. Wright ASTM E330-02, E331-00 TEL 06-0718-1 101/I.S.2/A440-05 Testing Evaluation Lab.,lnc. V.K. Wright ASTM E1886-02, E1996-02, E330-02 TEL 01460130 ASTM E330-02, E331-00 Testing Evaluation Lab.,lnc. V.K. Wright ASTM E1886-02, E1996-02 TEL 01461612 ASTM E1886-05, E1996-09 Testing Evaluation Lab.,lne. V.K. Wright ASTM E330-02, E331-00 2. Miami Dade NOA Materials Testing 16-1117.01 Butacite® PVB Interlayer (Kuraray) 17-0712.05 Saflex® PVB Interlayer (Eastman Chemical Company) 3. Drawing No. Prepared by Signed Signed &Sealed by No. FL-20468.7 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Calculations Prepared by-` ramoq jigned & Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) Pqo 43409 ;o * ndon F. Schmidt, P.E. 5. Quality Assurance t �� Certificate of Participation issued by National Accreditation and , -10 Management Institute, certifying that Therma Tru Corporation is -53 `• STATE OF r « L(1, Lyndon F. Schmidt, P.E. manufacturing products within a quality assurance program that complies ISO/IEC 17020 Guide 53. ' �o;°, A% P;. 4, ,4% FL PE No. 43409 r�.�c " R l with and ' «.© •^'+`` 12/14/2017 Sheet 1 of 1 j�,+p1'00��" _„ydu oval M-11 > r i_S F.. �rc:h > '1r ui rat;on Lase > Application Detail FL # FL20359-R2 Application Type Revision Code Version Application Status Pending FBC Approval Comments Archived Product Manufacturer Mr Glass Doors & Windows Inc. • • • • • • Address/Phone/Email 8120 NW 84th St • • • 0000 Medley, FL 33166 • • • • 660 • (305) 470-8284 • • • • • • • • • • • ulises@mrglasswindows.com • • • • • • • • • • Authorized Signature Ulises Senarls • • •• • • • ulises@mrglasswindows.com 0000 • • • • • •••••• 00*0 • • Technical Representative • • • • • • • • Address/Phone/Email • • • • • • • • • • • • Quality Assurance Representative • • • • • • • • • • • • • • • Address/Phone/Email • • • • • • • • • • • • • • • • • Category Windows Subcategory Horizontal Slider 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 Javad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. �. Validation Checklist - Hardcopy Received Certificate of Independence i t Q + KJ i Q SS -Series, ^1Gw3^U - llyi r! r zor.t j. +id ng LVin�lgw. (LMI-SM1)-CI 2017.pdf Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Year 1994 1994 1994 4 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Summary of Prndurfs Method 1 Option D 01/15/2018 01/16/2018 01/21/2018 FL # Model, Number or Name Description 20359.1 Series MG-300 Aluminum Horizontal Large missile impact resistant aluminum horizontal sliding Sliding Window window. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FI-20359 i1,IT SS -Series MG-300 AlUm Horizontal Slid n Window i L MI}-2-017 DWG VU16-26.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +90/-140 Created by Independent Third Party: Yes Other: See attached drawing W16-26 for span vs. load Evaluation Reports combination and installation details. FL203 _F3�/_._r1E. SS Silrix ..�1, _300 Ai It ni H,Qrzam -I qli i.nmc Window !LM) -PAE 2.01.7.Ddf Created by Independent Third Party: Yes 20359.2 Series MG-300 Aluminum Horizontal Small missile impact resistant aluminum horizontal sNding Sliding Window window. • • • 0000 Limits of Use • Installation Instructions • • Approved for use in HVHZ: Yes FL20359 R2 11 SS-Serie, MG-30ttIrl fiMrizontal Slicin g 4yind �M1 ).;;.,z,Q1; D NC;, t^J;I,o :2$ i • • • • Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PE # 7055 • Design Pressure: +90/-140 Created by Independent Third Parry: es• • • • Other: See attached drawing W 16-28 for span vs. load • Evaluation Reports 0000 • • • • combination and installation details. Fi r s RZ A' v3_9 L 5 - eric MG-3 m H zoniai i.�i r Windowt5MI1 -PAE 2017.Ddf • • • • • Created by Independent Third PaRf: Y!! • • • Back Next • •• • •• i Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 • • • • J • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, *Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval ��Accceepts: L T Credit Card safe Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING REVIEW DATE: 05-15-2018 Permit No. 18-1273 1. The product approval provided under application FL20359-R2 is pending approval. Provide a complete approved product approval for the new windows. 2. According to the information provided on the sketch you will have two windows side by side. Provide mullion and approved product approval. 3. Provide generic and or site specific wind pressure calculations signed and sealed by Florida license engineer. The calculations should reflect compliance with section 1620 of the 2017 Florida Building Code, Building. 4. Cloud in all changes, mark with delta and date. Do not remove void sheets. Ismael Naranjo, BO Building Director Email: bo .msvfl.gov Miami Shores Village `5NatREs 10050 N.E. 2nd Avenue NE - Miami Shores, FL 33138-0000 •�Fkra� �LpRidp' Phone: (305)795-2204 Project Address Parcel Number Expiration: 11/211201 Applicant 443 NE 103 Street 1122310150160-__..� ,...`�.._ � _e...-_ ..�..�....... �.�.� Miami Shores, FL 33138-2456 Block: Lot: IVORLEE ILES Owner Information IVORLEE ILES 443 NE 103 ST MIAMI SHORES FL 33138-2456 -ontractor(s) Phone Cell Phone AOME OWNER Type of Work: REPLACING 3 WINDOWS WITH HURRICANE No of Openings: 3 Additional Info: REPLACING 3 WINDOWS WITH HURRICANE Classification: Residential Scanning: 3 Fees Due Amount CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Notary Fee $5.00 Permit Fee $130.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $151.20 Phone Cell (786)269-7395 Valuation: $ 1,550.00 Total Sq Feet: 0 MOM MMWA Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building Pay Date Pay Type Amt Paid Amt Due Invoice # WS-5-18-67524 05/25/2018 Credit Card $ 101.20 $ 50.00 05/15/2018 Credit Card $ 50.00 $ 0.00 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 p assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for EL ICAL, PLUMBING, MECHrICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AF AVIT: I certify that all the fo going information is accurate and that all work will be done in compliance with all applicable laws regulating construction an zoning. P"! rmore, I author i the -named contractor to do the work stated. f enn., Sr, gnin Buildi May 25, d,"riOrL: finer / Department pY Contractor / Agent 8 1vUf\� \8 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (30S) 795-2204 Fax: (30S) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: q L3 Wa i t>'!) S'S MAY 5 2 18 FBC 20 Q 6 Master Permit No. W� Sub Permit No ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores 1 County: Miami Dade Zip: 33 \3 8 Folio/Parcel#: `t `�7 3 `"'�� S dk k a Is the Building Historically Designated: Yes NO X` Occupancy Type: �_ Type: `"`R Load: N � Construction T e: C � S Flood Zone: A�='•- BFE:FFE: ^(� t 1^ OWNER: Name (Fee Simple Titleholder): ^�`t��`Ct �. .�`<-S Phone#: $(s':l�p�'%3 u Address: 3 N E ('03 . City: Nk%C^.M % S-1vrG4 State: L Zip: 33`3 8 Tenant/Lessee Name: 1 p Phone#: Email: S' 1bC\c4ce— V.. �re•a••�. CoM CONTRACTOR: Company Name: ffill-yqz: Ow o-t r- Phone#: /^ Address: City: Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: ne#: Certificate of Competency #: n e#: M Address: City: State: Zip: Value of Work for this Permit: $ L ( zlzslt�l Square/Linear Footage of Work: f� Type of Work: ❑ Addition ❑ Alteration ❑ New [K] Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ O TOTAL FEE NOW DUE $ ' (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 'C.nt�f r,`'�.G Mortgage Lender's Address `lepC� Qd X J 14 3?% City L u "'may .,\c—j State CA. p Zip i O D,-1 ^ g 3 O p 2 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 Signature OWNER or The foregbing instrument was acknowledged before me this (S-�4h day of 20 19 by � wOY�'e E - S , who is personally known to me or who has produced bc,.y •Y � �('�Y1� as identificat• w td to NOTARY UBLIC: Sign: Print: itL Seal: ; Y:aya,; YANAD REM , COMMISSION # FF 214031 •o EXPIRES: March 25, 2019 Bonded ihru tdotary Pa!ic Underwriter APPROVED BY 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: Sign: Print: Seal: as ***************************************************************** Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 -F THE U IF, F I PROPERTY APPRAISER w1fl,"li- E 011 Summary Report Property Information Folio: 11-2231-015-0160 Property Address: 443 NE 103 ST Miami Shores, FL 33138-2456 Owner IVORLEE E ILES Mailing Address 443 NE 103 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SO Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,819 Sq.Ft Living Area 1,620 Sq.Ft Adjusted Area 1,849 Sq.Ft Lot Size 8,250 Sq.Ft Year Built 1953 Assessment Information Year 2017 2016i 2015 Land Value $264,314 $257,637 $206,110 Building Value $115,821 $115,821 $115,821 XF Value $410 $416 $317 Market Value $380,545 $373,874 $322,248 _ ............... -- Assessed Value $380,545 $373,874 $322,248 Benefits Information Benefit Type 2017 2016 2015 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Vet Disability Exemption $5,000 $5,000 Vet Abatement Exemption $292,991 $286,987 Note: Not all benefits are applicable to all Taxable Values (i.e. County, [School City, Regional). 'Short Legal Description MIRROR LAKE SUB PB 56-15 LOT 16 LOT SIZE 75.000 X 110 OR 19602-2762 04 2001 1 COC 23485-3317 06 2005 4 Generated On : 5/15/2018 Taxable Value Information 20171 20161 2015 County Exemption Value 1 $347,991 $341,987 $0 Taxa11 ble Value $32,554 $31,887 $322,248 School Board Exemption Valu 1 $345,491 $3,39,487 $0 Taxable Value $35,054 $34,387 $322,248 city Exemption Value 1 $347,991 $341,987 $0 Taxable Value $32,554 $31,887 $322,248 Regional Exemption Value $347,991 $341,987 $0 Taxable Value $32,5541 $31,887 $322,248 Sales Information Previous Price OR Book - Qualification Description Sale Page 30279- Corrective, tax or QCD; min 10/24/2016 $0 3764 consideration 23485- Sales which are disqualified as a result 06/01/2005 $0 3317 of examination of the deed .-....-....... 19602- .�........ . ......... 04/01/2001 $185,000 Sales which are qualified 2762 13460- 10/0111987 $102,000; Sales which are qualified 3545 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 5/15/2018 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). Ac l edgement: 7 IV Y 'e C 0 'e5 �Ualifier/Owne(signature Date Print Name 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: 7�S OC G t .l O c, �j DATE: ADDRESS: 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, I 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 fot 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 beemployed 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 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless heAsisoronsible 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 ald coglracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I ay 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 substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself "s 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, hich iolates the exemption. Initial 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the constructio `l Initial /► 19 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons corking on my building or residence. It is my responsibility to ensure that the persons whom I employ have the fucense required by law andyfjy cour�ty or municipal ordinance. i 7. 1 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 imaterials_ 1, 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. Initial (71 8. I understand that 1 may not delegate the responsibility for supervising work to be a licensed contra or is not licenses to perform the work being done. Any person working on my building who is not licensedlmust work under my direct supervision and must be employed by me, which means that 1 must comply with laws requiring the withholdin&o€federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers ecrttpensationforfhe 2mployee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, ill 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 regulation � Initial 10. 1 understand that I may obtain more information regarding my obligationsjas 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://www.mVfloridalicense.com/dbprYpro/cilb/index.html Initial i1. I 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: LN3 N E tca :6, Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of infortion that I have provided on this disclosure. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person lvho dp�es not have a license, the try Constr4uction IndusLicensing Board and Department of Business and Professional Regulation may be unab e 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 b: ner'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 ISO day of 20 By 1 VO r`%tl _ £ _ i tt S' who was personally known to me or who has Produced there License or OW R r 11 CARS- as identification. ARY YANADY PRIETO MY COMMISSION # FF 214031 EXPIRES: March 25, 2019 Su , -,dad T;.,u t NW; Plink Undeiw6t" Page I of 2 NOTE: PA6F,-1 OF 2 TS'NOT COMPLETE WITHOUT PACE 2 OF 0 2 WITH CORRESPONDING • • SURVEY 0 A) 0 - ------------ 3: e 141f *sees* T, 0 0 0 :0000, 00 so Lot MTIRPOP LAIKE SUBDIVISION, 'Iccorainc In the riat thprt-nf ? ;,46 ret-orcled in pla-1 "look 5F, Plqe 15 survey coeforms to The miniff"n T,-hrilcaj Standards for LwW $wwV'-q of puh7,ic Pecords of in The State of Florida. as outlined In Rules 5.m?#WrWa Administrative Code), w adopted by the Depart-ent of Agriculture, and ConsurmOr S*rvicts, hoard of Projossiopet Sur"yom and M, Ippers in Saptetrtfaar,tf, as weanded, pwtuamt to Chapter A72-021 of the rjorida stattAOSAod is true AM wer"I to the best of my knovftW and belief, 0 Iles, I.vorleo and F'ROPERTY OF: T4Cat iqt- -ff i Ida F. , 443 N.F. 103rd Stroet, Miami Shores, Floric' NOT YAM "T~ n4E soamTtIft AM THE OM"AL RAAW MAL OF A BOUNIDARY _SVRVEY I mettby Certify that the survey reprg. iont*d hereon ff*0" the rrumrrrtam loch-WAI uwxw* wt forth tiy the board of LaAd Surveyara rn thow JJC-t7.& P404 AdWwwWxw.* Code pumww to Section 47ZtW FI& Uximtt4ff, There 0, ",* —oacht— *-*r4ap•, emensettss appe-ftc m the Wit,od*t omm as oxr wft hereto.. 7 -33138 LANNF.SANDGARCIA. INC. PROFE$SiONAL SURVEYING AND MAPPING LANNES & GARCIA, INC LB, #2096 FRANCISCO F. FAJARDO PSM #4767 (QUALIFIER) 385 Alhambra Circle, Saito *C, Coral Gabl*19, Florida 334M PH (305) W-7909 FAX (305) 442"2630 FIELD DATE SCALE 1✓-,o,7-zoj.3 RECERTTFIED, (FIELD WORY COMPIXTED) , CERTIF TEE) TO, FLOOD INFORMATION REISED.,40r-)�e"-f,�'4 2 DRAWNHY I DRWG.N0 to 127407 (z) ADDLSEANCH WINDOW WIDTH - - 98" .• • • • • • ON sNEET 4 (4) ANCHORS TYP - --..._...._ ... • • • -AT MTG. STN.E ENDS - _ -WINDOW W DTH --- • • : • • • • _ 8` MAX- AT 4" 0C. FALSE MUNTINS (2) AWL. ANCHORS • p., ....(SURFACE APPLIED) ONE9HE ..�(4( ANCHORS • • • • • Q .. } CORNERS I �- MAY BE USED AT MTG. STILE ENDS • • • • • F m HEAD/SILL �k} (1 f AT 1, o.c. • FA(SURFACE nws • • Q 6 CORNERS 8 ` l _ -- ACE APPLIED) 4O: .. gUSED �I8••ICE= h DIY �� " -I e = •• • LL= I, i z R ]2 3/8 32 3/8" az 43 3/B 43 3/8i� F O.L. OPG D. L. OPG. m,�� a - DL OPG - D L OPG. �' O �t m 37 3/16' TYPICAL ELEVATIONS a A8 3/16- o O y ,ew IDTH - �..._ VEM �WtpTH _,_ __. Os I� < TESTED LINTER -- - - --'- [ THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT a0 SRRIES MG 300 rn a 89 3/4" - ---- SHUTTERS ARE NOT REQUIRED. '" - ---_- WINDOW WIDTH --____--". ALUMINUM HORIZONTAL SIUDING WINDOW (4) ANCHORS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER gn N p R 8" M4K --A? MTG. STILE ENDS 1 CHARTS SHOWN ON SHEETS 4 & 5 r HEAD/SILL k• 6 J '� AT 4" O.C. CORNERS I I APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE I ----- _�—ti --- --' COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING WITH OTHER nr� WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. �') f LOWER DESIGN PRESSURE FROM WINDOW OR MULLION APPROVAL i= WILL APPLY TO ENTIRE SYSTEM U.. O. � — oN GENN.U. fL 'N THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1111 _. f��1 REQUIREMENTS OF THE 2017 (RR' EDITION) FLORIDA BUILDING- CODE D j INCLUDING HIGH VELOCITY HURRIGNiE ZONE (HVHZ). ( I� III ✓ ILL 1BY OR 28Y WOOD BUCKS & BUICK FASTENERS BY OTHERS. MUST BE JESICNED AND INSTALLED ADEQU. tEIY TD TRANSFER APPLIED PRODUCT LOADS TO THE BUILDINGIN STRUCTURE AN - .... '� ANDSTALLEDPER MANUF'SOINSTRUCTIONS. SPEC FIED EMBDMENT TOBASE i I Y MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. F1 #Zni )9.. {-}--s I, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. \' 1 _ ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. B1 i'� MATERWLS INCLUDING BUT NOT LIMITED TO STEL'/METAL SCREWS, THAT G- COME INFO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE �frtf0-VIBE\ REQUIREMENTS OF THE 2017 FLORIDA BLOC. CODE & ADOPTED STANDARDS. - --- + THIS PRODUCT APPROVAL IS GENERIC AND ODES NOT PROVIDE INFORMATION -'- --�--V - FOR A SITE SPECIFIC PROJECT, I., LIFE SAFETY OF THIS PRODUCT, ADEQUACY } m'li OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 32 INFILTRATION (3 ILL -'I 48 f/B WATER INFILTRATIRESISTANCE ETC. L CONDRONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, I d•awng na 01 OK 0. 1 MO TO BE REVIEWED BY BUILDING OFFICIAL yy ON ,* 37 1/16 MANUFACTURERS LAKE" SHALL BE LOCATED ON A READILY VISIBLE LOCATION W� 6—Z6, _ IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. --VENT WIDTH LABELING TO COMPLY WITH SECTION 1709.9.2. '!!_ (V 1111d sheet 1 of 10J Sealed. 1/12/2018 R a' _ • • • • • • • • �� • (4) ANCHORS • • • • • • • • • AT IATC SiiLE ENDS • Z HEAD/SILL A> AT 4 OC FALSE NUNTINa • CORNERS 6. 1 / ,- (SURFACE APPUEO) • • • • • • BE uS o • • • • ' • • • I N I / I • • • • a' �C �' i p. • • • 0t S — ••'•' ��Nf 13 'I. II i 'I Jong Z J I � ! f — � —_ 32 3/9' I, 3z OPG. - A D.L. OK m t z 37 3/16- ! 37 3/I6 VENT WIDTHo � VENT WIDTH Hob M 127 5/9' om I WINDOW WIDTH � Z () ANCHORS Z > o -AT MTG. SLICE LNDS ICU HEAD/SILL /� AT 4' O.C. FN E MUNTINS CORNERS 6�- (SURFACF. APPUED) ! K - .•� ..._..- 1 _t_...L._I_i .__.._.1..� NAY RE USED ) iD IT W a v sl I m 32 3/6' 1 49 /6' y i.._ 3 3/a i.3o J w_.. ...._ ___ .. _. ............ o ' D.L GM 37 3/16" Jl J/ 6 '''C RIP, :. n D / 9 -........ VENT WIDTH... VENT WIDTH TYPICALELEVATION Z4 =s."T" P / W16-Z6I FL 20379 sett. ./ TESTED uwn #� Cnrunu"-:' !sneer `2-f.1o; aealeo: TnomTe \-1/8" HUT STREN'D. GLASS �Troeilol PW i1 By •Nuraray Amer' o. Inc • \ \1 �1/e• HEAr sTREN'D. GLAss sllNL Z DON 5 i 1 p fig; i � i• C29 AT (1 POINTS OH LITES , W DE1R THAN 35' ONLY G,{,ASS_7XPP._A 5/16" OVERALL LAM. GLASS 1/8• TEMP. CUSS -1/a" MR SPACE \ \ r 1/8" HUT STREN'D. GLASS \ 1 \ \ 090" \re,nterB TsK wB \ 1 11 BY 'Kurarq America, Inc.' —,/a" HUT STREN'D, GLASS At(a PONi5 ALL L SIZES 11/16 OVERALL INRDL LAM. GLASS -� --3/16" HEAT STREN'D GLASS 090' Interwy- \ --rroeiml wB 11 By Kuraroy America, Inc' \ r-3/16` HUT STREN'0. GLASS I. —CONE DOW 795 g �T C�— \\ R AT 1/4 PONTS ON UTES l29 WIDER THAN36" ONLY GLASS TYPE 'B' 7/16' OVERAU. LAM. GLLSS .- 1/6" TEMP. CUSS \-1/4' AIR SPACE \ \ 3/16" HEAT STREN'D. GLASS \ \\ 1 , T eilol PV8 \ ' By 'Ku: oraY America, Ina. \\ \\ 1 1-3/16" HUT STREN'D. GLASS p s,DGDNE G;W \ FDOW 795 ir r 1 ! i 29; AT 1/4 POINTS L. ALL SIZES GL49S TYPE 'Bl' 7/8' OVERALL NSLA UM. GtAS _.. _. c.I.Azwc onTiolls 'DURASEAL; EDGE SEAL SYSTEM BY OUANE:I' - 3/16" HEAT STREN'D. GLASS .090° Intadger r Sntry . �, Br 'Kommv nmeHca. me.' r 3/I6" HEAT sTREN'0. GLASS m SILICONE Dim 7PS l I 1� u 29i 1 1/4 POINTS ON LITER WIDER THAN 36' ONLY CIASS TYPE c 7/16. OVERALL UM. GLASS TEMP. GLASR �1/4' AIR SPACE `\ r-'3/16" HUT STREN'D. GLASS \t1 .090' Interlger \ � 1 'K.rarvy America, Inc.' 1 8) \ )1 —3/16' HUT STRIDN'D. GLASS I� •1 J._ G AT :/4 PUNTR ril t l�J ALL SIZES .4LA55._7N—, LA.' 'i/B° OVERALL INRUI, LAN.GURS • Z •• •••••• O�gE� n yeeW7il • ' • d12 ••'•' �LL zoE �. L_W_p.._. m m) yyZ1 Rc p3o Uiz pN o Sm�ml FL #20859 '90%".laNsp'' fs _ r._1DN ,i3, W16-261� •.• ura1�1(XO OA OX STZEE)- rar u`Jry (XO OR OX SI2.SS) rnr GU55 TYPES' G1 •ec TYP&' CLA88 TYPES GUSS TYPES GLASS TYPES GUS9 TYPES FRAME DIMB 'A 6 AI 'tl k tll 'C' k TV FRAME DIMS 'A' A'Ai a k'81, '0 k CI WIDTH HEIGM EXT.( ) M( ) Ett(+) INT (-) WIDTH HpGHi ExT (+) IM( ) 26-1/2' 80.0 BOO 800 900 1-024' 800 800 80C 800 0 100 J]' 80.0 800 .80.0 80.0 800 90.0 1 110.0 36' B0o 80.0 B0,0 80,0 900_ � 1a00 53-11' 80.0 900 B0.0 800 9.. 1 48' 800 : 900 800 B00 900 140.0 6J` 26" 80.0 800 80.0 800 110.0 400 60' Z4" 800 �_800 800 80.0 900 ta0.0 800 8p0 90.0 14p.0 >Z" 800 800 900 1 0.0 84" _ 80.0 800 _80.0 80.0 800 ..._.. 90.0 -...__ 140.0 64" 800 800 , _.._ 800 . ,800 B00 __.J.... 900�1400 _...... 96' - 80.0 80.0 90.0 140.0 RC 800 800 900 14011 z6-1/2' BU.O Boo 80.0 800 90.0 140.0 24' eo0 }_B00 W. 800 900 1 o J r Boo 800 80.0 I 800 90.0 1400 J6' 800 800 � 80 0 '.._. 60 900 1400 53-1/8' SO.D MO 00.0 800 9-OO 11 00 40' 80.0 800 800 &10 900 1100 63" 38 3/8 80.0 800 B0.0 800 9D.0 14p.0 fi0' 36 800 800 800 800 900 1400 )4" 80.0 600 tl0.0 800 90.0 -0 ]2' 800 800 800 800 900 1400 8a' 80.0 000 80.0 800 90.0 O.0 84' 800 800 800 : 800 900 t400 .i 96" 80.0 ♦ 80.0 ...... 900 __. 140.0 96' A .0 80.o __. 0 _ .. 140.0 26-1/2- 80.0 800 80.0 800 90.0 40.0 24 800 I W."80 800 90.0 ta00 800 _. 80.0 800 .__ 90.0 _... 1400 }fi' M . __....... 800 800 800 900 ... 1100 5}_I/8' 800 800 8001 800 90.0 40.0 40' 800 - 800 800 800 900 - 1100 63" 50 5/8 80.0 80.0 80.0 i 80 0 90.0 1140.0 60" 49 80 0 80 0 80 01_ 0 90 0 00 )4" 80.0 800 80.0 B00 90.0 ta0.0 72" 800 800 800 _-_80 600 00 1400 84" 80.0 __ B00 _..._ 80.0 80U ._. 90.0 _. 800 800 800 800 900 1400 96' - 80.0 80.0 _ 10.0 121.4 98" -.. - _. 80 0 .._ 80 0 90.0 .. _.... i T8 0 26-1/2' 80.0 800 80.0 800 9D0 t40.0 21' 80.0 800 SOG 800 ..0 3]" ........_ 80.0 800 80.0 800 ...9...._ 90.0 ._ . 400 J6" 600 - 80p 800 � 800 900 1. 1100 I 5}-1/e" 80.0 600 80.0 800 900 140.0 18' 800 80.0 80.0 800 900; t400 I 6}• 6J' 80.0 80.0 80.0 80.0 90.0 t40.0 60' 60' W. 80.0 80.0 900 t10.0 74 wo 800 80.0 800 90.0 126,5 72• 800 Boo 800 L8p0 j 800 900 IUs- 84' WO WO BOO 800 90+0 111.5 84' 800 WO 800� 800 900 1170 96" - - 90.0 9l,5 96" 900 1021 26-1/2- - wO 800 - _.. - ....._ 24' r- 80,0 800 .._ ._. JJ` - � 8D.0 800 - - 36' 8- aeo 53-1/8' > 80.0 800 -._ 1 48" 12 600 63 74' - 80.0 800 - 72' ice- eoo - 114" 0 5/8 84" 96' - - 90.0 1400 1400 iN Ada 96" 40 900 90.0 1400 1400 y 74" J2" - tl4' 53" - - - I - 900 � 132 J ' � 84' 60 - - 90 0 110.0 .5 (1/2W) qg U/2W) j]-... I LOAD CAPACITY - ESE [XO OR OX SIZES) DES ``jj��2QQ CAPACITY - PSE �jS:P� OX SIZES) 4 ,•G �„� w�; �FF....;; ..®�■l� • Ii ExT (+ M.(5) EXii( ) IT1 mFRAME DINS , 'BE' ) [ •• B00 8C0 800 800 900 900 140.0 54' • 0 800 9� G00 Z 1�r I�d ; , •• j 40.0 er , 800 800 .._._ 000 _. _ < p,p Z; of 80o 800 80.0 B0.0 9o0 B00 ta00 140.0 ]2' Bi" 24 �•. B00 800 �0 B00 91 900 1400 '�, 140.0 ODO:.L 'ui �!e �,, 9N 80 0 80.0 90 0 �I 110,0 90' • *)0 I 80 0 90.0 40.0 Qr G C �GNr• I . I ig• BDO 800 800 _._ 90.0 9D0 900 00 10.0 54" 61', 0 800 800 B00 900 la 0 1 O Boo _.. 80.0 BO0 40.0 ]z' 36, 800 Boo �100 a �,• Boo no.o Boo 1ao.o at• , �0 oo-eoo Boo- -�soo O 0.B , ,B• 800 80.0 900 1M.0 9D' 8- 900 �. 1�00 �.p� •. 800 800 900 t10U 54" 800 800 B0 4G• �W • B00 Boo 900 121a 6J' 80C 800 `0 N ILL?_m 8p0 B00 900 i f40.9 72' 4C E00 90.0 i400 111.5 el" 800 ,BDO B0.0 90.0 1400B00 H--z-oo 900]0 98.5 54" 800 BO 800 1400 Z 62.2 88.t sJ' 800 800 900ta00 :N 72" 60' 800 800 900 1400 3 "i i 81" 90" 800800 900 Boo 11)p'0 Ipz 3 .. Sn" 80.0 800 900 t4D0 � w � . 63" _ >Z B00 800 806 1119 1'p 72" 800600 894 96 Nh 4, � 4 I NO k'. k � Jews k yf F C� __... F � OPERATING VENTS TO HE 1/4 TO '/3 OF THE WINDOW WIDTH j 'XO OR OX' I� OPERATING VENTS TO SE 1/2 OF THE WINDOW W101H NOTE: 'XO OR OX' GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 '?1?""i CENS tl9 rc �I � I Ile z 8 d,. IN no. `W16-26 FL //20359 ,,;`Aa ..Ief11111t+.`- ,sheet 4-of 10 Sealed: 1/12/2018 . . .... ...... ...... .. . .•.•.• ..•.•• ...... • •.• � m • • • I nl/ •• • 2•4 I i • �GO U O IS al N • • d . ii •�•�•• !paVc qI •• • �,03 1LL�hIt J ode I; J fZ 3'S W. = R Z 3 O ati i Oyn am . a vgN�34 I o ;I Cjo r" n l i I OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS D BE 1;4 TO 1/3 OF THE WINDOW WIDTH iY I nl 'xox' 'xox' J EN i II, N0. St NOTE: 1. -y , Il? i�5.� GLASS CAPAC)IES ON THIS SHEET ARE drawing no BASED ON ASTM E1300-09 (3 SEC. GUSTS)r.. �; AN U FLORIDA (3U�LDING COMMISSION if` lot"Cq�% hi16-26 DECLARATORY STATEMENT DCA05-DEC-219 I PI, #20359 MAa T y "-�Inn1+1'•._ {sheet 5 or 10' DESIGN LOAD CAPACITY -PSF (xox sizes) f.U93 1TP&9 GIA8.9 TYPES FRAME DINS. B' k'BI' k TI WIDTH HEWYR ]2` 800 800 900 8{' B00 800 '400 900 400 96' 2a' 800 }}I I,800 900 1400 toa' aoo I Hoo 900 1400 120' 800 800 B00 11400 >2" 800 H00 900 1400 Ha" B00 800 B00 1400 96" 36' 800 800 900 1400 108' 8 0 80 0 j 90 0 40 12D- eDo HDa 90o two T1" W. 800 900 t400 84" 800 800 900 1400 e00 } ! 800 B00 1400 96" 48' loft" HDo eoD 900 1400 120' 800 80.0 900 )a00 >2" B00 80.0 900 1400 84" 80 0 90.0 90 0 96" 60' 90 0 80.0 90 0 yy t 40 0 100' 120" 60 0 800 1 80.0 80.0 90 0 136 5 84" 80.0 i 80.0 96" )2" 80 0- tp8' 800 -IN0 80.0 - ....__._. _._ 120' 80.0 DESIGN LOAD CAPACITY -PSF CIA59 TIRES GIA68 lYPBs FRAME DllI3. 'B' k 'Bl' 'C' k 'CI' WIDTH HEIGHT EM.(+) INT.(-) EM.(+)AIM.(-) ]a" B00 H00 900 ,400 1fl6-1!4' 26• 800 • 800 00 1400 ilt' 800 800 900 tapU i26' 800 a0.0 900 1 00 >4" 800 80.0 900 10.0 106 ��t/a' 800 B00 900 i40.0 111" 800 800 900 126' 900 e00 11400 ]n" eo I eo D so o ac.o 106-i/4' S0 5/8' 8 0 800_. � n 1' Bo o Ho.o 126' 800 I 80.0 I - ]a' 800 80.0 900 b.0 n 1" ao o eo.o - ]4' ]4 800- 106-t/4" 80.0 I 80.0 DESIGN LOAD CAPAf,I'M- PSF • (zox s�zesj • � • • FRAME DIMS. CLVS9 TYP)Is' '9'k'Bt' GUa3 TYPES •'S ate• WtOTH HEIGHTINi.(- EM. )i INT. ) 12' B0.0 0.084" 80.0�0��0�86' 2 Asoo 900 14 80012 108' 80.0 BO 0 140.0 ]2" 80.0 800 900 •O.0 84' 80 0 80 0 90 00 40E 96' 38 900 '; a00 5Im id� 108" 80 O + BO 0 90 0_ 40:0 120' 800 800 900 ta0.0 ]2' 800 I 800 90.0 iM0 84" 800 80 90.0 1400 800 80.0 1800 80.0 - - �-.-- B6' 108' 48 120• eo.o :eoD - - 0a' H00,_ 800 96" 60 80 0 80 0 8(10 80 0 900 90 0 - - 108' 120" ]2"- 8a" 96` 12„ 800 800 a00 800 - t OB" 800 800 DESIGN LOAD CAPACITY -PSF (xox sFAEs) GU69 T)R88 GL6SF TYPY.S FRAME DIMS, '0' k 'HI' "C' k 'CI' WIDM HEIGHT EXf.(+) INi.(-) EM.(+) ]4' 80.0 90.0 90.0 ta0.0 106-1/4" 26' 800 80 90.0 1 00 111" 800 B00 90.0 140.0 t 26' 800 B00 90.0 140.0 ]4' 800 800 90.0 140.0 f06-1/4" 39 3/8 800 80U 90.0 140.0 ttt• 128" 800 800 800 900 90.0 90.0 1400 1400 ]4' 800 800 90.D 1400 106 I/4" 800 800 0.0 00_ u• w s/e• soo eoo 900 ' 1400- 126' 90.0 138.] ]I' 80.0 90.0 140.0 1)8-1/4• B00 B00 90.0 129.0 111' 63' 80 800 90.0 Z5.] 126' 800 B00 - ]4 eoa 111"- ]4" _- 126" 80.0 80.0 Sealed: 1/12/2018 (IB WO A,y n e 9 TYMCA:. ANCHORS SEE EEEY FOR SPALMG EDGE OIST 9 . . .... ...... ...... .. . ...... .•• . .------------------ STRUCTURE • •- iIJC[Igp y�Ll10N PI�'HOR� • �4.��I .L. .. y-t�l SEE 9•'AR,ITE APPR•/Al • • ••ic�DIST, •• '• F•� "I • IL III >i • �i 1 • 11 •C•0• c O TYPICAL ANCHORS TYPOA• • SEE EIEV. -SEE E'•V• • FOR SPACING FOR SPACING :WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS ;MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ':HEM TO THE BUILDING STRUCTURE 0 W ? O F IL ioE°n Q W m EMI . L,. .NFFPIIOI.ES: TYPICAL ANCIiORS: SEE ELN, FOR SPACING _. W: = 1" X 1/4" WEEPHOLES AT 2-1/4" FROM EACH END DIA. ULTRACON eY 'ELCO (Fv-t)) KSI, Fy-155 KSI) 3I0 I W2 = 1-3/4" X 3/8" WEEPMOLES AT 5-1/2" FROM EACH ( WITH INTO ZBY WOOD BUCKS OR WOOD STRUCTURES i-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) Iti 'Z zl END PLASTIC BAFFLE 1HR11 1BY BUCKS INTO CONIC. OR BLOCKS .� & SFALANTS: 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) '. z ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) I,0 am AT EACH END AND INSTALLATION SCREWS IN SILL SEALED WITH ALUMINUM COLORED SEALANT. DIRECTLY 7NT0 CONCRETE OR BLOCKS i 1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) O m 1--1/4" MIN. EMBED INTO BLOCKS (JAMBS) y, w �14 SM OR I F-DRIU ING SCREWS (GRADE 2 CBS) .-I INTO F.B.C. APPROVED MULLIONS g OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) - (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS I T ^T1 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) i STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) \9 �3 f (STEEL IN CONTACT WITH ALUMINUM TO BE PLAID) OR PAINTED) CRRICAi. EDGE DISTANCE INTO CONCRETE ANO BLOCKS = 2-1/2" MIN, I INTO WOOD STRUCTURE 1' IAIN. INTO METAL STRUCTURE 3 y4" MIN - - - - - WOOD AT HEAD, SILL OR IAI,I 5 SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 P51 MIN.wi o EN ]GERM � W000 BUCK iYP CAL ANCHORS r TYPO' ANCHORS , �„ / -'-SEE ELN. FOR SPACING: \"-SEE ELCV. FOR SPACING ON t W1 G Z6 ...' .,....... ---mg DIST ,,: ��Z ll�) 2OC) 19 T,,_��NalI, 17.- lsneet s fto� Sealed: 1/12/2018 . . .... ...... ...... .. . ...... VENT WIDTM ..... I/4" MA%. • • • • m4•I��I;� • • • • • Z —� n+oRs • • • • • • • 0 •�1 J • PRI- "cP FOR SPACING • • • • • • •TO O d e�Oy` h • _ : • i • i IS a??cc Y> I ��¢��i El re L DOPG QWOl EX'CER[OR i� WOOD BUCKS ✓ % WINDOW WIDTH ? m I__. _.... ... .......... TYPICAL aNCNORS jt0 -IAYQET 3 SEE ELCY, OX OPPOSITE FOR SPACING 3 vEHr morn i 2! " --`125a< . FOR SPAfJNC J ^o O L o ..�` rnk:n. ArvcRORs : rn 3 4 DLO.,... OPiI G TO gPP NC UTC ,_.UAL l ,/ J wCOO 9000K5 ;.._.... ..._.._... ....__... _._._WINDOW MDT" 1 EELE—ORS FOR sanclNc �f1,1 Illi ` � "? '3'•' M.Et1VV RE' m522 x l ( n - - s —g Fl, #20359?tsei+: Sealed: 1/1212018 c 11. t s - ALT. 1f TYPICAL ANCHORS SEE ELM FOR SPACING [ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING (5 , 9 _ F.8.C. APPROVED MULLION h MULLION ANCHORS SEE SEPARATE APPROVAL iVM L ANCHORS SEE ELEV, FOR SPACING SHIMS TYPICAL ANCHORS SEE ELEV.-� _ FOR SPACING s e Si )NSTQLL-ATN)NDETAII ti. WITH Fi.�ISH_FRAMF_ ADAPTER . . .... ...... ...... .. . ...... •••••• • �Z •••••• . .•• :::Wj, , •• of •• • F•"". • g�No_ • • • • 6��4I'1• • • i•�••• 0U; • • • 02 '�• g • • • 1 ILL��ry 3, ro) pZ i3 S ALT� tl�y�n ol��jn SioJE �, Na Y0542 �+i W16-26 I FL I'9nee °e orio) Sealed: 1/12/2018 FRAME HEAD FRAME SILL -.062 1 .....� .528 250 � ..; jai SILL TRACK 062 .-1YF 2.046 2 974 �J j i I .876 4- FRAME JAMB i.?89 T 621 I{7� ' 1 - 1 496 D6z VENT TOP/BOTTOM RAIL .. _.-1.531--- JAMB STILE ---2.406 1.189 15, RI I . . .... ...... ...... .. . ...... 1'TBMi PART N 41 ANTITY DFSCAIPTIOx h'A1AL P /YLPPLIE � i MC203 i I FRAME HEAD 606} 6 2 T MC30 (FRAME SILL 3 MG 02 1 I�S LL TRMK NSERT 6863 �_ R 4 MG,03 AS REOD 4RAIE JAM6 - QI TS • _' • • • _ • 5 MG212 AS RE00 FLUSH P E ADAPTER 6063-T6 6 MC20 t/ VENT FIXED AtTG. RAIL 6E- ] I MC205 1% VENT VENT INTERLOCK 63-i6 r e Mc3w _ / vcxT 1 .uMa $Alr. • t t 9 MC207 2/VENT TOP AND BOTTOM RAIL T6 10 MG206 AS flEOD i CUZtNG BEAD (5/IB' GU55) f e3-T6 10 M0209 AS REOD GUZNG BEAD (]/ 6 GLASS) 606E-5 . r IOB MG210 AS RE00 GLAZING BEAD (NSUL IAM. GLASS) 608 T6 . . • t3 t MC305 AS RTE00 ADD ON SILL RISER 6063 T6 • • • 14 1 MG321 / VENT ROLLER HOUSING & GUOE_ 15 MC322 2/ VENT ROLLER BRASS 16 NC323 2/ VEM _ ROUFA RN _ Si STEEL 17 NIO % 1 AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS PH SMS 18 TNIO X 3-I/2 t 2/ VENT Fl FNL SILL SC EWS (SILL END) CRS PH SMS 19 W22232 .2 AS REOD PIN SEAL W STRIPPING ULTRAPAB 22 60 AS REOD: GWING BEAD BULB NEOPRENE + ULTRAPAB — 24 24A SL203P is X_5/6 I 2/ VENT 2/ :ATCH $WEEP LATCH AT 10 1/4" FROM EACH Ui M NST SCREW END 7AMAK f ST STEEL SULLNAN k ASSOC M GMS 25 MC2tt __ 2/ VENT -- SPRING LOADED LATCH 6083-T6 ._._ .....__ AL/ERNATE TO SWEE9 LATCH 25A -- I/ LATCH IA— SPRING ST STEEL (PREFERRED 26 - 21 WOW HI FLOW WEEPER ENGINEERING PROOUCTS 21 - i/ VENT 5/18 BOX SCREEN ( OP110NAL 28 - AS REDO ..__ SILL LASER( 2 LONG � .. 606` T6 t EPDM - AT MTG STI F _LOCATION O ROMETER fi0i5 SHORE A 29 - AS RE. SETTM BLOCK AT 1/1 POINTS ]j VENT INTERLOCK 62 ^ ...5U0 �7 S 660OR w ` 1I��V- 061 89 ADD ON SILL RISER [-ILLLtI 11 — 6) FIXED MTG. RAIL ... ... ____ 2.786—____ ..,; I "r-.f•t5 i l_ 3 SOO 6]2 i. 1 000 22 r� FLUSH FRAME ADAPTER 5; SILL INSERT I Alb t 021 83 68.E }^-.134 U50 .865 l8t ..050 865 TB r DSO 865 Iv�......� 5: SPRING LOADED LATCH - GLAZING BEADS i �8J �r W16-26 #� FL 0359 //TALI L sn«g s tto: Sealed: 1/12/2018 • • 7�' VENT TOP/SOTFOM CQRNO II FIX MTG RAIL CORNER FRAME TOP CORNER z R! --6 r, E FRAME BOTTOM CORNER Fl, #20359 beatect: ifizi2mu w JELD-WEN CLIPPED ALUMINUM TUBE MULLION LARGEA)VD SAL LL MISSILE IMPACT RESISTANT - HYHZ MULLION SPAN YS. LOAD WIDTH TABLES - INSTALLATIONANCHORAGEDETAILS GENERAL NOTES: INSTALLATION NOTES: 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA 1. ANCHORS SHAH BE INSTALLED IN ACCORDANCE.WITH MANUFACTURERS' RECOMMENDATIONS. BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER TAB 20112D212D3. AND ALUMINUM . DESIGN MANUAL 2. ENSURE MINIMUM EDGE DISTANCE FOR ALL ANCHORS AS 2.1/4' TO CONCRETE AND 2' TO HOLLOW BLOCK. 2. NO 33-1A% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR 3. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF Cd=1.8 HAS BEEN USED FOR WOOD ANCHOR DESIGN. NOMINAL 2x (FAIN) WOOD STUD PA. 3W EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM $HALL BE DETERMINED BY OTHERS ON A 4. ANCHORS TO STEEL OR ALUMINUM SHALL HAVE A MINIMUM EDGE DISTANCE OF 117. JOB SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 3. WOOD HOST STRUCTURE SHALL HAVE SPECIFIC GRAVITY (8G) = 0.55 OR GREATER 4. THE SYSTEM DETAILED HEREIN 19 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR 317E CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER ORREGISTERED ARCHITECT SHALL PREPARE SITE 5. ANCHOR REQUIREMENTS AS SHOWN HEREIN, INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE, SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS 7. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN WITHIN THE HVH?, A ONE-TIME (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. SITE -SPECIFIC NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE McWl-DADE BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION. 8. ALL EXTRUSIONS SHALL BE 6063-T8 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE 7. ALL FENESTRATION PRODUCTS TO BE,USED WITH THESE MULLIONS SHALL MEET AIIAPPLICABLE CODE REQUIREMENTS, e.9. WIND LOAD RESISTANCE, AIR& WATER INFILTRATION, FORCED ENTRY, SAFEGUARDS, ETC. 8. TOP 8 BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. MULLIONS MAY BE MOUNTED VERTICALLY OR HORUDNTALLY AS APPLICABLE. B. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 10. WOOD HOST STRUCTURE SHALL BE 'SOUTHERN PINE' G = 0.52 OR GREATER DENSITY. 11. MINIMUM ANCHOR EMBEDMENT SHALL BE AS NOTED IN'HEREIN. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 12, MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT. VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS. 13, MULLIONS SHOWN HEREIN MAYBE USED IN LARGE MISSILE IMPACT, SMALL MISSILE IMPACT, AND NON -IMPACT APPLICATIONS. 14. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE, WOOD BUCKING SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. 15. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE, DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING SHALL HAVE BEEN PROTECTED. TABLE OF CONTENTS SHEET SHEET DESCRIPTION 1 GENERAL NOTES, INSTALLATION NOTES S ANCHOR SCHEDULE 2 ELEVATION 3 COMPONENTS 4 C-CLIP AND T-CLIP INSTALLATION DETAILS 5 'GOAL -POST CLIP INSTALLATION DETAILS 8 8 7 MULLION SPAN VS. LOAD WIDTH TABLES 8. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ, THE BUILDING OFFICIAL MAY REQUIRE A ONE-TIME SITE -SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED, OR THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO STRUCTURAL WOOD FRAMING MEMBERS, NOT SHEATHING. 10. PRESSURE TREATED WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 11. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN CONJUNCTION WITH 'GOAL4103'r CLIP AND CUP PLATE. ANCHOR SCHEDULE: 1. TO CONCRETE BLOCK 1.1. 3/18' PIA. TTW ADVANCE THREADFORM TAPCONS WITH 1" MINIMUM EMBEDMENT AND Y MINIMUM EDGE DISTANCE. 1.2. ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY. 2. TO 2500 PSI MINIMUM CONCRETE 2.1. 3/18" DUI. ITW ADVANCE THREADFORM TAPCONS WITH 1-1/2' MINIMUM EMBEDMENT AND 2-1/4" MINIMUM EDGE DISTANCE. 2.2. ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO CONCRETE. 3. TO 2X WOOD BUCK OR 2X WOOD FRAME HOST SUBSTRATE 3.1. 010 WOOD SCREWS OF 010 TAPPING SCREWS (SMS OR SDS) WITH 1-1/2- MINIMUM EMBEDMENT AND 3/4" MINIMUM EDGE DISTANCE. - 4. TO 1/8' THICK MINIMUM 6063-T5 ALUMINIUM OR STEEL SUBSTRATE (Ftu = Fry = 22 KSI MINIMUM) 4.1. R10 316 STAINLESS STEEL SHEET METAL SCREW (SMS) OR SELF DRILLING SCREW (SDS) WITH FULL THREAD PENEWATIONfIdROYGHNOSTSUBSVtATf ANWjr MINIMUM EDGE DISTANCE. • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • ••• • • • • • • • • • • • •• • • • • •• • • • • • • • _sue• • • • • • • • • •• • • • •• •• ••• • • • ••• • • 0 IN a O� g yw 0➢ F � LL 22 Jil yv - gl] 00 4-J _ a El Robert J. Mmiwo, P.E. Flodit P.E. No. 49762 SHAPE! INCLUDE L1 c -7 FENESTRATION PRODUCT PER SEPARATE APPROVAL \\ W. MULLION 'A' 2 3 45 12 4 4 4 5 MULLION --,,,MULLION -2 FENESTRATION PRODUCT PER FENESTRATION PRODUCT PER FENESTRATION PRODUCT PER W< SEPARATE APPROVAL SEPARATE APPROVAL SEPARATE APPROVAL 458 12 58 , 4 5 4 5 I�W3W4W5� NOTES: 1. NUMBER OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAY BE UNLIMITED PROVIDED THAT MULLION LMITATIONS NOTED HEREIN ARE NOT EXCEEDED. 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER SEPARATE APPROVAL. 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN SCHEDULES. 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: 4.1. MULLION'A' 4.1.1. MULLION SPAN = L1 4.12. TRIBUTARY WIDTH =(W7+W2y2 42. MULUON'B' 4.2.1. MULLION SPAN -L2 4.2.2. TRIBUTARY WIDTH =(W3+W4y2 4.3. MULLION'C' 4.3.1. MULLIONSPAN=L3 4.32. TRIBUTARY WIDTH =(W4+W5y2 MULLED FENESTRATION PRODUCTS WITH TRANSOM 1 EXTERIOR ELEVATION SHOWN NOTE: MULLION DESIGNATIONS (MULLION "A", MULLION "B" AND MULLION "C") PROVIDED IN DETAILS 1/1, 2/1 AND 3/1 ARE PROVIDED ONLY TO ILLUSTRATE THE DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS. ALL MULLIONS SHOWN IN THE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN. MULLION OR - SUBSTRATE 7 FENESTRATION PRODUCT PER SEPARATE APPROVAL 4 15 4 15 W 1 4 MULLION 4 A' NESTRATION PRODUCT PER SEPARATE APPROVAL W2 I— L 1—I NOTES: 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY BE MULLED TOGETHER AS SHOWN PROVIDED THAT MULLION LMITATIONS NOTED HEREIN ARE NOT EXCEEDED. 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER SEPARATE APPROVAL. 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN SCHEDULES. 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: 4.1. MULLION'A' 4.1.1. MULLION SPAN = Lt 4.1.2. TRIBUTARY WIDTH - (W1 + W2y2 FENESTRATION PRODUCT PER MULLION SEPARATE OR APPROVAL SUBSTRATE MULLION FENESTRATION .A PRODUCT PER Ll SEPARATE APPROVAL 456 , 4 5 I-- W 1 W 2 --I NOTES: 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY BE MULLED TOGETHER AS SHOWN PROVIDED THAT MULLION LIMITATIONS NOTED HEREIN ARE NOT EXCEEDED. 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER SEPARATE APPROVAL. 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN SCHEDULES. 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: 4.1. MUWON'A' 4.1.1. MULLION SPAN = L1 4.1.2. TRIBUTARY WIDTH = (W7 + W2y2 7 FENESTRATION PRODUCTS 2 MULLED VERTICALLY •• ••• • .3. FENESTRATION PRODUCTS • NUL�UD HORIZONTALLY J.A No o, P.E. •- - -- Fobert 752 EXTERIOR ELEVATION SHOWN 1 •• •i • •A • • • i : i • EXfEF R ELEVATION SHOWN • i•i • r, i>tyAMES4his�i v �V..•"%C E Aid%. w Qr, ND 49752 • • • ••• • • • • F • • • • ••• • r�s'•�OR1pp\=�� ffpNA' • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .+r 1.000" 3.000" 0.125" .J� 1 1" X 3" MULLION 6063-T6 ALUM. �T 1.000" 0.125" 4.000" LILJI 1" X 4" MULLION 2 6W3-T6 ALUM. {-- 4.388" 0.125" TYP. lint' W 1.000" i I-2.311"-� 1.375" 0.312" 0.375r7 i + ANCHOR LOCATION, 0.750" TYPICAL 'GOAL -POST' CLIP 3 6W3-T6 ALUM. 1.950" 0.975" ANCHOR LOCATION, 29. TYPICAL 0.110" 4.340" 0.970" 1.605" -J .29" 'GOAL -POST' CLIP PLATE `'r W63-TB ALUM. 0.726' 0.476" 0.125" 2.110"1H 4 0.125" 1 5.500" 3.000" 0 N I-- 0 0.438" FOR USE n � WITH 1" X 4" Iv Mi MULLION o L " ANCHOR LOCATION. TYPICAL. 5.50 3.000" 0 0 0 0.438" 0 io FOR USE n WITH 1' X 3" 0 of MULLION ANCHHO LOCATION. TYPI (� 5)6�06T6PALU�M.�� 0.726" 0.476" If 0.125" T u � 2.110" 0.125" 0 0.438" FOR USE o WITH1"X4" MULLION ANCHOR LOCATION. TYPICAL 0 00 n FOR USE .438" WITH 1"X 3" to ni MULLION AN CHOR LOCATION, V60 -CLIP 63-T8 ALUM. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • ••• • • • • • • • • • • • •• • • • • •• • • • • • • •• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I .I 0 m d Robert J. Amomeo, P.E. Florida P.E. 140.49762 16 -1"x3"or1"x4"MULLION #10 SMS OR SDS WITH FULL THREAD PENETRATION INTO MULLION i// 1" x 3" or 1" x 4" MULLION 1" 1/2 0 1ll o c #10 FLATHEAD 2 ° 2" SDS, (4) PER CLIP #10 FLATHEAD SDS, (4) PER CLIP #10 SMS OR SDS WITH FULL THREAD PENETRATION INTO MULLION #10 FLATHEAD SDS, (4) PER CLIP 1"x3"or1"x 4" MULLION 1" x 3" 1" x 4" MULLION MULLION TYPICAL ATTACHMENT AT 1" X 3" MULLION ATTACHMENT AT 1" X 4" MULLION ATTACHMENT AT 1 MULLION INTERSECTION W/C-CLIP-2"\MULLION INTERSECTION W/C-CLIP 3 MULLION INTERSECTION W/C-CLIP 4 VERTICAL SECTION 4 SIDE ELEVATION 4 SIDE ELEVATION SUPPORTING SUBSTRATE (SEE ANCHOR SCHEDULE) ANCHORS PER SCHEDULE, (4) PER CLIP 1"x3"or1"x 4" MULLION TYPICAL ATTACHMENT r1WITH T-CLIP 4 VERTICAL SECTION ANCHORS PER 1 �2" SCHEDULE, (4) O c PER CLIP 2" #10 FLATHEAD SDS, (4) PER CLIP ANCHORS PER SCHEDULE, (4) PER CLIP 1" 1 1 T1„ •• I--4 •_8 #10 FLATHEAD i i • • i i • PF•LATHEAD SDS, (4) PER CLIP • • • • • • • C.DS, (4) PER CLIP L_ 1"x3" MULLION 1" X 3" MULLION %51ATTACHMENT WITH T-CLIP 4 SIDE ELEVATION • 1"x4': ��• • • • • • • *JLLPN• • • • • • • ••T"Xa''•MULLIOO ••• ••i ••• 6 ATTACHMENT WITH T-CLIP \,V SIDE ELEVATION • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o g 0 A v r U w a 71 ?� ,Z a cgs O g A LL o e Zm0 f�iQSS j J Z ? Y H j J '52V M ZZQ Oa 0-9 � C0- V 11 Robert J. A"IolUeo, P.E. Fbride P.E. No. 49762 SUPPORTING SUBSTRATE (SEE ANCHOR SCHEDULE) EDGE DIST. ANCHORS PER SCHEDULE EXCEPT FOR ANCHORS TO CONCRETE BLOCK (CMU) OR CONCRETE MIN, INTERIOR r— 3/8" MIN. EXTERIOR #10 FLATHEAD SDS, (4) PER CLIP 2 \—l"x3"orl"x4"MULLION ' 5 TYPICAL ATTACHMENT WITH r1_1'G0AL-P0ST CLIP 5 SIDE ELEVATION NOTE: 'GOAL -POST CLIP AND CLIP PLATE SHALL NOT BE USED WITH 3/16" TAPCONS FOR ANCHORAGE TO CONCRETE OR HOLLOW CONCRETE BLOCK. MAY BE USED ONLY FOR ANCHORAGE TO WOOD, ALUMINUM OR STEEL. #10 FLATHEAD 1 .375" SDS, (4) PER CLIP 5 1"x3"or 1"x4" MULLION a 1.95" ANCHORS PER v SCHEDULE EXCEPT # FOR ANCHORS TO v CONCRETE BLOCK (CMU) OR CONCRETE a TYPICAL ATTACHMENT WITH 2 'GOAL -POST' CLIP 5 SECTION •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • ••• • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a1 ova bf & a 3 8 LL d tia�o Oz OF a o i NO �g� Z LLI 'S$g� pz SINyy A O _ W a IL gp Oils Rot,W J. AmoM P.E. FbWe P.E. No. 49752 "e�,� jAMES'Z.1sia� �:•� ......... g��q�•. 2 No 49752 : O Yu�' T Y '+ Yf�� ^ E F :�4Jti �oJ�sS/ONAI�N�Ja ��ej�4uu�>1N� B005FAr ALW SCOPE Evaluate Jeld-Wen Clipped Aluminum Tube Mullion — LMI/SMI — HVHZ for conformance to the Current Edition of the Florida Building Code — Building and Residential Volumes including the High Velocity Hurricane Zone (HVHZ). The engineering analysis (Reference 3) determines the anchorage of the product to the supporting substrate and mullion to span design pressures for various window combination assemblies. The product evalLLatjgn report (this document) summarizes Current Edition FBC and Current Edition FRC code compliance verification an,49••• . • appropriate Limitations and Conditions of Use. " :': •. ...... .. . ...... DESCRIPTION OF PRODUCT - INSTALLATION RECQUI "W" ENT$ •• • .... . .. ..... See Reference 1.a for a description of the product, its installation and other periinenl:data rete1ec to its ••• .. .. .... ...... approved use. �•�••� . .' CODE CONFORMANCE ••••�• This product is designed to comply with the Current Edition of the Florida Building Code (FBC) and Cdrreht Edition of the Florida Residential Code (FRC) requirements including the High Velocity Hurricane Zone (HVHZ). The specific Current Edition Florida Building Code (FBC) and Current Edition Florida Residential Code (FRC) requirements that have been met by testing and/or engineering evaluation (rational analysis) are the following. See Equivalency Evaluation to the Current Edition FBC (Reference 1.b) for evaluation of testing standards compliant with the Current Edition FBC and Current Edition FRC. • Current Edition Florida Building Code (FBC), Building Volume o Protection of Openings o High Velocity Hurricane Zones -Impact Tests for Wind -Borne Debris o Mullions occurring between individual window and glass door assemblies o Anchorage methods • Current Edition Florida Building Code (FBC), Residential volume o Protection of Openings o High Velocity Hurricane Zones -Impact Tests for Wind -Borne Debris o Mullions o Anchorage methods LIMITATIONS AND CONDITIONS OF USE This product evaluation contains or makes reference to specifications, technical details and installation details and/or methods that pertain to the proper use and/or installation of the product specified herein. Specific PTC Product Design Group, LLC Project No. 413-1003 Robert J. Amoruso, P.E. P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 321-690-1788 Fax: 321-690-1789 No. 2263 Page 2 of 4 FBPE Certification of Authorization No. 25935 ArMlFff ALW limitations and conditions of its may include but are not limited to the following contained in Reference 1.a and are the subject of Product Approval in accordance with the State of Florida Product Approval Rule 61G20-3. • Design Pressure Rating (psf) • Installation restrictions. • Installation substrate requirements. • Product description. • Installation anchor requirements. • Product components. QUALITY ASSURANCE This product is manufactured under a quality assurance program audited by an approved Certilicalion and Quality Assurance Entity Window and Door Manufacturers Association (WDMA) a;r�qu�ed in guj* fi1G200•�•• 3.005(3). See FBC Organization No. CER1508 and QUA2515 for approval under Rule 61CO2Qa. '..' : ••••:• APPLICATIONVINSTALLATIONS OUTSIDE THE LIMITAPT.Eg.NS AEI{?;- CONDITIONS OF USE •••••• •'•• •'•" Rule 61G20-3.005(1)(e) states "Rational engineering analysis cannot be used in lieu of a Aatdard test required• to: • b the Code for royal of products withirrthe scope of the standard, except that no'ectss ecifi; a * roval by Y approval P P p P V J •p PP ....: the local authorities having jurisdiction in accordance with alternate methods and matcriai5 autWM4ft in tht • Code." ' • Any modification to this product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. As allowed in Rule 61G20- 3.005(1)(e), a project specific approval by the local authorities having jurisdiction may be used given an appropriate rational analysis is conducted and deemed acceptable to the local authorities having jurisdiction. PERFORMANCE AND TESTING STANDARDS Reference 2 conducted testing to the following standard. See Equivalency Evaluation to the Current Edition FBC (Reference 1.b) for evaluation of testing standards compliance with the Current Edition FBC and Current Edition F RC. TAS201-94, Impact Test Procedures. TAS202-94, Criteria for Testing Impact & Non -Impact Resistant Building Envelope Components Using Uniform Static Air Pressure. 3. TAS203-94, Criteria for Testing Products Subjected to Cyclic Wind Pressure Loading. REFERENCES & SUPPORTING DOCUMENTS 1. Drawing a. JELD0108, Rev. 0, dated 11/20/13, signed and sealed by Robert J. Amoruso, P.E.leld-Wen Clipped Aluminum Tube Mullion, Large and Small Missile Impact Resistant - HVHZ, Mullion Span vs. Load Width Tables - Installation Anchorage Details PTC Product Design Group, LLC Project No. 413-1003 P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report Phone:321-690-1788 Fax:321-690-1789 No.2263 FBPE Certification of Authorization No. 25935 Robert J. Amoruso, P.E. FL No 49752 Page 3 of 4 Test Reports by National Certified Testing Laboratory, Inc. in Orlando, FL a. No. NCTL-210-3383-2, dated 10/22/07, TAS 201, 202 and 203 testing for Jeld-Wen LMI Mullion b. No. NCTL-210-3383-2A, dated 6/28/10, TAS 201, 202 and 203 testing for Jeld-Wen LMI Mullion PTC Product Design Group, LLC a. Engineering Analysis i. Report No. 2264, Load Width vs. Mull Span and Installation Anchorage Analysis ii. Report No. 438, Vertical 1x3 Mullion and Goal Post Clip Structural Analysis iii. Report No. 439, Vertical 1x3 Mullion and T-Clip Structural Analysis *000 iv. Report No.440, Vertical 1x4 Mullion and Goal Post Clip Structural Analysis •••••• •••••• v. Report No. 441, Vertical 1x4 Mullion and T-Clip Structural AnaIySIS0 ' V: '. .• vi. Report No. 639, Vertical 1x4 Mullion and T-Clip Structural Anall?19", " • �•�•�� vii. Report No. 640, Vertical 1x4 Mullion and Goal Post Clip Structuril'halysis �� ;••••; •� viii. Report No. 643, Horizontal 1x4 Mullion and T-Clip Structural AriW%{ys' ; '..' .•... ix. Report No. 644, Horizontal 1x4 Mullion and Goal Post Clip Struotawal.Analysis �••• ••�••� b. Engineering Evaluation •• •• •'•• ••••;' i. PTC Report No. 2263-EER, Rev. 0, dated 11/20/13, Equivalency "5&I'tion for JLN-Wen •. Clipped Aluminum Tube Mullion, Large and Small Missile Impact Resistant E,* �•••�� -�4 Mullion Span vs. Load Width Tables - Installation Anchorage Detjijs! s:gned argl waled ;'•"; by Robert J. Amoruso, P.E. �.••.• 4. Florida Building Code a. Current Edition Florida Building Code (FBC), Building Volume i. Protection of Openings ii. High Velocity Hurricane Zones - Impact Tests for Wind -Borne Debris iii. Mullions occurring between individual window and glass door assemblies iv. Anchorage methods b. Current Edition Florida Building Code (FBC), Residential volume i. Protection of Openings ii. High Velocity Hurricane Zones -Impact Tests for Wind -Borne Debris iii. Mullions iv. Anchorage methods 5. AAMA 103, Procedural Guide — AAMA Certification Program a. AAMA 103.3-93 b. AAMA 103-04 c. AAMA 103-07 6. AAMA 203, Procedural Guide —WINS a. AAMA 203-98 b. AAMA 203-03 PTC Product Design Group, LLC P.O. Box 520775 — Longwood, Florida 37252 Phone:321-690-1788 Fax:321-690-1789 FBPE Certification of Authorization No. 25935 Project No. 413-1003 Robert J. Amoruso, P.E. Product Evaluation Report FL No 49752 No. 2263 Page 4 of 4 AF00FAV ALW Product Evaluation Report Date: November 20, 2013 Report #: 2263 Report Revision No.: 0 Project #: 413-1003 Product Mfg.: Jeld-Wen Inc. ."". . . ..... 3737 Lakeport Boulevard ...... Klamath Falls, OR 97601 • ...... .. . ...... Product Description: Clipped Aluminum Tube Mullion — LMI/SMI —HVHZ •••• •• :��•': .... . .. ..•.. Product Category: ...... .... Windows • ..... • �� • • • • • Product Sub -Category: Mullions . . � � � •• Compliance Method: Product Approval Rule 61G20-3.005(1)(d)— Product Evaluation Report byrycensc:d***: Professional Engineer • Prepared By: Robert J. Amoruso, P.E. Florida P.E. No. 49752 PTC Product Design Group, LLC, PO Box 520775, Longwood, FL 32752-0775 Florida C of A No. 25935 CERTIFICATE OF INDEPENDENCE PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire, any financial interest in the company manufacturing or distributing product(s) covered by this Product Evaluation Report. PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire any financial interest in any other entity involved in the approval process.or testing of the product(s) covered by this Product Evaluation Report. PTC Product Design Group, LLC Project No. 413-1003 Robert J. Amoruso, P.E. P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 321-690-1788 Fax: 321-690-1789 No. 2263 Page 1 of 4 FBPE Certification of Authorization No. 25935 DESIGN SCHEDULE: V'xY MULLION WITH 'GOAL -POST' CLIP MULLION SPAN TRIBUTARY WIDTH 18" 21' 24" 1 27" 30" 33" 38" 1 39" 42" 46' 48" n. 100" 27.6 23.6 20.0 18.3 18.5 16.0 17.9 13.8 12.7 11.8 11.0 10.3 100" 32.8 28.1 24.6 21.8 19.7 16.4 16.1 14.0 13.1 _ _ 12.3 11.1 90" 37.0 31.7 27.8 24.7 22.2 20.2 18.6 17.1 15.9 14.8 1&9 12.8 90" 44.9 38.5 33.7 30.0 27.0 24.6 22.5 20.7 19.3 18.0 16.2 15.3 88" 61.5 44.1 38.6 34.3 30.9 28.1 25.8 23.8 22.1 20.6 10.3 17.6 84" 65.3 47.4 41.6 36.8 33.2 30.1 27.6 25.6 23.7 22.1 20.7 18.8 00' 64.0 64.8 48.0 42.7 30.4 34.9 32.0 29.6 27.4 25.6 24.0 21.7 78" 66.0 56.6 49.6 44.0 39.6 36.0 33.0 30.6 28.3 1 28.4 24.8 22.4 76" 67.8 58.1 50.8 46.2 40.7 37.0 33.9 31.3 29.0 27.1 26.4 2&0 72" 71.6 61.3 53.7 47.7 42.9 39.0 35.8 33.0 30.7 28.6 26A 24.3 88" 75.0 66.9 58.5 62.0 4&8 42.0 39.0 36.0 33.4 31.2 29.3 28.5 80" 75.0 1 73.6 64.4 57.2 61.5 40.8 42.9 39.0 35.8 34.3 32.2 29.2 64" 76.0 75.0 71.6 03.6 57,2 52.0 47.7 44.0 40.9 38.2 36.8 32.4 50.6" 75.0 76.0 75.0 67.9 61.1 65.5 50.9 47.0 43.6 40.7 38.2 34.6 48" 76.0 76.0 76.0 71.5 84.4 68.5 63.7 49.5 4&0 42.9 40.2 36.4 42" 76.0 75.0 7_6._0 76.0 73.6 66.9 01.3 56.6 62.6 49.1 48A 41.8 38A" 75.0 75.0 ` 75.0 75.0 75.0 73.2 87.1 61.9 57.5 53.7 50.3 45.6 38" 75.0 76.0 76.0 76.0 75.0 75.0 71.5 66.0 81.3 67.2 63.7 48.8 30 75.0 7&0 76.0 76.0 75.0 76.0 75.0 75.0 73.6 68.7 84.4 58.3 24" 75.0 75.0 76.0 75.0 75.0 7&0 76.0 76.0 76.0 75.0 75.0 72.9 DESIGN SCHEDULE: VxY MULLION WITH 'T-CLIP' OR 'C-CLIP' MULLION WAN TRIBUTARY WIDTH W 1 21" 24" 27" 30" 1 33" 36" 39" 1 42' 45' 48" 63" 108" 27.6 23.6 20.0 18.3 16.6 16.0 13.8 12.7 11.8 11.0 10.3 I 32.8 28.1 24.6 21.8 10.7 17.9 16A 16A 14.0 13.1 12.3 11.1 98" 37.0 31.7 27.8 24.7 22.2 20.2 18.5 17A 16.0 14.8 13.0 12.8 90" 44.9 36.5 33.7 30.0 27.0 24.6 22.5 20.7 19.3 18.0 18.9 15.3 88" 61.6 44.1 38.6 34.3 30.9 28.1 26.8 23.8 22A 20.6 19.3 17.5 84" 66.3 47.4 41.5 38.8 1 33.2 30.1 27.6 25.6 23.7 22.1 20.7 18.8 80" 64.0 64.8 48.0. 42.7 38A 34.9 32.0 29.6 27.4 26.6 24.0 21.7 78" 6910 69.2 61.8 40.0 41.4 37.7 34,6 31.9 29.0 27.6 25.9 23.4 78' 74.6 64.0 58.0 49.7 44.8 40.7 37.3 34.4 32.0 29.8 2&0 26.3 72" 75.0 75.0 05.8 58.5 62.7 47.9 43.9 _ 40.5 _ 37.8 +. W. 76.0 75.0 75.0 75.0 68A 62.1 57.0 52.6 45.8 46. .7 • 988.1 0 80 76.0 v 75.0 76.0 75.0 76.0 76.0 76.0 70.0 86.0 80.7 • i8.8• d1 • 64' 75.0 7fi.0 75.0 76.0 75.0 76.0 75.0 75.0 76.0 .1 • 8i.7 • 50.8" 75.0 76.0 75.0 76.0 75.0 75.0_ 75.0 76.0 75.0 76.0__ 72.7 86.8 48' 76. 776.0 76.0 75.0 76.0 _ 7b,0 76.0 75.0 76.0 75.0 76.0 69.4 42" 76.0 76.0 75.0 75.0 76.0 75.0 75.0 75.0 76.0 .0 0 • 7549 •76. 38A, 75.0 75.0 76.0 76.0 75.0 75.0 76.0 75.0 75.0 • 79.0 • 75.0e • • 7i.0 36" 76.0 76.0 75.0 76.0 75.0 76.0 75.0 76.0 76.0 • 76.0 • 6. 5 3W 76.0 75.0 76.0 76.0 76.0 76.0 76.0 76'0 75.0 •76.0 • 75.0 7K.D 24" 76.0 76.0 76.0 75.0 76.0 75.0 76.0 76.0 75.0 75.0 76.0 7B.0 DESIGN SCHEDULE NOTES: 1. DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE POSITIVE (+) AND NEGATME(-) DESIGN PRESSURES FOR USE WITH MULLION SYSTEM IN POUNDS PER SQUARE FOOT (PSF). 2. FOR DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS, SEE ELEVATIONS ON SHEET 2. 3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE OF CLIP PER MULLION, USE THE LESSER ALLOWABLE DESIGN PRESSURE. 4. 'GOAL -POST' CLIP MAY NOT BE USED FOR INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK (CMU). 5. ® DENOTES CONDITIONS NOT ACCEPTABLE FOR USE. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o A a L a w 1!j oy 09 z Qca w = 2z !7 Y < z g2 'g'z �tl� °" 0O in � Robert J. Amo"•o, P.E. Florida P.E. No. 49752 MULLION SPAN TRIBUTARY WIDTH 18" 21" 24" 27" 30" 33" 38" 39" 42" 45" 48" 53" 108" 48.8 41.8 96.4 32.4 29.2 28.5 24.3 22.4 20.8 19.4 18.2 18.6 100" 61.6 44.1 38.8 34.3 30.9 28.1 23.8 22.1 20.6 19.3 17.b 96" fi3.7 48.0 40.2 35.8 32.2 34.3 _ 29.3 _ _26.8 28.8 2A.8 - -23.0 21.5 20.1 18.2 90" 67.2 49.1 42.9 38.2 31.2 28.8 28A 27.8 24.6 2b.T 22.9 21,6 19.4 88" 69.9 51.3 44.9 39.9 36.9 32.7 29.9 24.0 22.6 20.3 84" 81.3 62,8 46.0 40.9 38.8 33.4 30.7 28.3 28.3 24.6 23.0 20.8 80" 84.4 55.2 48.3 42.9 36.8 36.1 32.2 29.7 27,8 26.8 24,1 21.9 78" 68.0 56.8 49,5 44.0 39.8 38.0 33.0 30.6 28.3 28A _ 27.1 24.8 22.4 T8" 87.8 68.1 50.8 45.2 47.7 40.7 42.9 37.p 33.9 31.3 28.0 26.4 23.0 77' 71.5 81.3 _ 63.7 39.0 35.8 33.0 30.7 28.H T8.8 Z4.3 88" 76.D 88.9 68.6 62.0 46.8 42,8 39.0 38.0 33.4 31,2 Z9.3 28.6 80" 76.0 73.8 84.4 67.2 51.5 48.8 42.9 39.6 38.8 34.3 32.2 28.2 b4" 75.0 75.0 71.6 85.8 _ fi7.2 _ 62.0 47.7 44,0 40.9 38.2 36.8 32.4 50.8" 75.0 75.0 75.0 87.9 81,1 55.5 50.9 47.0 43.8 40.7 38.2 34.8 48" 76.0 75.0 76.0 71.5 84.4 68.6 63.T 49.5 48.0 42.9 40.2 38.4 47' 75.0 76.0 7b.0 76.0 73.8 88.9 81.3 58.8 62.8 49.1 48.0 41.8 38.4" 7b.0 76.0 76.0 75.0 76 0 73.2 87.1 81.8 67.6 53.7 60.3 46.8 38' 76.0 7b.0 7b.0 76.0 76.0 75.0 71.6 88.0 81,9 57.2 63.7 48.8 30" 76.0 76.0 76.0 76.0 76.0 _ 75.0 76.0 75.0 . T3.8 _ 88.7 84.4 68.3 24" 7B.0 76.0 76.0 T6.0 75.0 76.0 76.0.. 75.0 76.0 78.0 T5.0 72.9 DESIGN SCHEDULE: 1"x4" MULLION WITH 'GOAL -POST' CLIP v U w O DESIGN SCXEDULE NOTES: K a 1. DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE POSITIVE (+) AND NEGATIVE(•) DESIGN PRESSURES FOR USE WITH MULLION SYSTEM IN POUNDS PER SQUARE FOOT (PSF). 2. FOR DETERMINATION OF MULLION SPANS AND mo r TRIBUTARY WIDTHS, SEE ELEVATIONS ON SHEET 2. = 3 LL C S O 3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE Nuj OF CLIP PER MULLION, USE THE LESSER ALLOWABLE DESIGN PRESSURE. -+ f 4. 'GOAL -POST CLIP MAY NOT BE USED FOR INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK ZZ _ (CMU). � Z zoo:) 5. ® DENOTES CONDITIONS NOT ACCEPTABLE - m , 29 FOR USE. m p s9 W E- 7Z !' 1 $15 DESIGN SCHEDULE: 1"x4" MULLION WITH 'T-CLIP' OR'C-CLIP' g o°� RDbert J. Amoroso, P.E. • • • Fbdde P.E. No. 49752 • • i • • aaaaa�'jAM£S°j�i�p • •• 't 'GEiV' qg. ,` N0 49752 • • = �: ••• •p. "$uaul"►� MULLION SPAN TRIBUTARY WIDTH 18" 21" 24" 27" 30" 33" 38" 1 39" 42" 45" 48" 63" 108" 69,0 50.5 44.2 39.3 35.4 32.2 29.6 27.2 26,3 23.8 22:1 20.0 100" 70.2 80.2 52.7 48.8 42.1 38.3 3fi.1 32.4 30.1 28.1 28.3 23.8 98" 75.0 88.0 59.5 62.9 47.8 43.3 39.7 38.8 34.0 31.8 29A 27.0 W. 75.0 76.0 72.3 84.2 57.6 62.8 48.2 44,6 41.3 38.6 38,1 32.7 88" 75.0 76.0 75.0 73.8 88.3 80.2 _ b6.2 51,0 _ 47.3 44.2 41A 37.6 84" 7fi.0 7fi.0 7fi.0 76.0 71,1 84.8 b9.3 54.7 60.8 47,4 44.4 40.2 80" 75.0 76.0 75.0 76.0 T6.0 74.8 88.8 83.3 58.8 54,8 fi1A 48,8 78" 7fi3O 7b.0 75.Q 76.0 75.0 76.0 73.7 88.0 83.2 59.0 66.3 60.1 78" 7fi.0 76.0 75.0 76.0 75.0 76.0 75.0 71.8 88.7 82.3 68.4 52.9 72" 76.0 75.0 76.0 75,0 75.0 _ 75.D 16.0 78.0 74.b 8s16, 5 .1 88" 76.0 75.0 75.0 76.0 76.0 76.0 75,0 75.0 75.0 - 5.0 •71.! •84l1 • 8Q" 75.0 75.0 76.0 75.0 75.0 76.0 75,0 76.0 75.0 7l.0 -+ • •76A r -r-r -r • 70B • fi4" 75.0 76.0 75.0 76.0 75.0 76.0 75.0 76.0 75.0 •ii. • • 6. • • _ 60.8" _ 75.0 76.0 75.0 75.0 75.0 76.0 75.0 7b.Q 75.0 75.0 76.0 76.0 48" 76.0 7fi.0 75.0 75.4 7b.0 7fi.0 75,0 76.0 7fi.0 76.0 7b.0 75.0 76.0 42" 76.0 75.0 75.0 75.0 75.0 75.0 75.0 76.0 • 76.i • • 760 38.4° 75.0 76.0 75.0 76.0 76.0 7b.0 75.0 7 .0 76.0 • 6.0 7b 38" 75.0 76.0 75.0 7b.0 75.0 7b.0 75.0 76.0 76.0 • 7b.0 • • 7510 • • 75.0 • 30" 75.0 7b.0 75.0 75.0 75.0 75.0 76.0 75.0 76.0 • 75.0 • 76.0 •' j .0 24" 75,0 76.0 75.0 76.0 75.0 76.0 75.0 75.0 76.0 75.0 76.0 75.0 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PlorAt Building Code -Online https://www.floridabuilding.org/pr/pr app_dtt.aspx?param—w... t � MS Home Log In User Registration Hoot Topics Submit Surcharge Stats & Facts Publications F8C Staff BCIS Site Map Links Search Business Professional �}Product Approval + USER: Public User Product ..Approval Menu > Product or Application Search > Application List > Application Detail FL 4 FL11120-R12 Application Type Revision Code Version 2014 Application Status Approved "Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments 0090 Archived • • • • •••• •••••• •• • • ••• • Product Manufacturer 7ELD-WEN • • • • • • • a..* ••• • *a**:* Address/Phone/Email 3737 Lakeport Blvd • 000000 • • • Klamath Falls, OR 97601 • • • • • • (800) 535-3936 • • • • fbcl@jeld-wen.com 04100000 000411, • • • • • • • • • • Authorized Signature Kaede McLaughlin • • • • • • • • 000000 fbcl@jeld-wen.com • • • • • • • • • Technical Representative )ELD-WEN Corporate Customer Service • • • • • Address/Phone/Email 3737 Lakeport Blvd. • • • • • i • • • • i Klamath Falls, OR 97601 • • • • • • • • • • • (800) S35-3936 • • • customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung . Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/11/2016 Year 1994 1994 1994 ? 060 1 of 2 05/19/2016 02:46 P!vt Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=w... Date Validated 05/06/2016 Date Pending FBC Approval Date Approved 05/11/2016 Summary of Products FIL # Model, Number or Name Description 11120.1 Premium Atlantic Aluminum Single Hung (6100) 52 1/8" x 75" Single Glaze (5/16" PVB or I SGP Lam) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11120 R12 C CAC NIO11135.01-R2.Ddf Approved for use outside HVHZ: Yes j. Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2020 Design Pressure: +60/-60 I0tailation Instructions Other: Laminated glazing interlayer material requirements FL11120 R12 II JELD0107 RevB.Ddf meet the current edition of the FBC in accordance with j Verified By: Robert Amoruso, PE 49752 Miami -Dade Notice of Acceptance for DuPont SentryGlas and Created by Independent Third Party: Yes Miami -Dade Notice of Acceptance for DuPont PVB interiayers. Evaluation Reports FL11120 R12 AE PER 2159 Rev2.odf Created by Independent Third Party: Yes 11120.2 Premium Atlantic Aluminum Single Hung (6100) 53" x 91 5/8" Single Glaze (1/•16+SGP Lam) �. • Limits of Use Certification Agency Certificate • • • Approved for use in HVHZ: Yes FL11120 R12 C CAC NI011135•R1.DtJf • 000 • 'Approved for use outside HVHZ: Yes 1 Quality Assurance Contract.Wirgtjon Datt. • • Impact Resistant: Yes 05/31/2020 • • • • • Design Pressure: +80/-80 Installation Instructions • • • • • • • • • Other: Laminated glazing interlayer material requirements FL11120 R12 II IELD0102 RwA pdf a • • • • • • meet the current edition of the FBC in accordance with Verified By: Robert Amoruso, PE 4975# • • • Miami -Dade Notice of Acceptance for DuPont SentryGlas. Created by Independent Third Pa"? Yes • • • 00000 Evaluation Reports 000600 • • • • • • i • • • FLR12 AE PER 2107 !1. d� • ' Created by Independent Thir arty: Yes • • • • 009000 • •r•••• .. ... • 11120.3 Premium Atlantic Aluminum Single Hung (6100) 52 1/8 xdV5" Single Glazep(5/164 PVB or • • • • • • - SdPLam) •••••• Limits of Use I Certification Agency Certificate • • • • • Approved for use in HVHZ: Yes FL11120_ R12 C_CAC N1011335-Rl.pcl • • • Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date* • • Impact Resistant: Yes 05/31/2020 Design Pressure: +60/-65 i Initallation Instructions Other: Laminated glazing interlayer material requirements j FL11120-R12-II _NCTL-210-3827-1_Install.Ddf meet the current edition of the FBC in accordance with Verified By: Hermes Norero, PE 73778 Miami -Dade Notice of Acceptance for DuPont SentryGlas and Created by Independent Third Party: Yes Miami -Dade Notice of Acceptance for DuPont PVB interlayers. j Evaaluation Reports FL11120 R12 AE_PER2903.Ddf Created by Independent Third Party: Yes Back Nsxt Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 4S5.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalis provided may be used for official communication with thelicensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval'. Accepts: hum 2 of 2 05/19/2016 02:46 PM NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI011335-R1 11/15/2012 Structural JELD-WEN 822-1 05/16/2014 To verify that the "Notice of Product Certification" is valid, please visit a wok .N N--1 It erti 1 ical ion.cc?m to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. • • • • COMPANY NAME AND ADDRESS se i PRODUCT DESCR.I�P•TION•..'•; JELD-WEN "Premium Atlantic AlwWultm Siagi% 3737 Lakeport Boulevard Hung" WivAaw.. .... Klamath Falls, OR 97601 .... ••.• Nail Fin & FlangeJmtallatiion Configuration: O/X • • • • • • Glazing: Laminate-1/8" 4neakaj3lass/ • 0.090" PVB by DuPont/l/8" AAdt altJGlass of 0 •' Laminate-1/8" Annealed Glass/ • • • 0.090" Sentry Glass Plus/1/8" Annealed Glass Frame: W-1324mm(52.12 ") H-1905mm(75") Sash: W-1284mm(50.56") H-826mm(32.5") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +60/-65 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories, Inc. Report No: NCTL-210-3827-1 Expiration Date: May 31, 2020 Administrator's Signature: F�no,ZA IF OILMrA NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124. Fax: (804) 684-5122 6. MAX. FROM 13' O.C. MAX. CORNERS —i--i THRU MAIL FIN �----i 4' MAX. FROM CORNERS 10.75' O.C. MAX. THRU FRAME i WINDOW WIDTH (52 1/e' MAX.) TYPICAL ELEVATI❑N WITH FASTENERS General Notes: • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including High Velocity Hurricane Zone and the industry standard requirement for the stated conditions. • All glazing shall conform to ASTM E1300. • At minimum, glazing is, Laminate-1 /8" Annealed Glass/.090" PVB by DuPont/ 1/8" Annealed Glass or Laminate-1/8" Annealed Glass/0.090" Sentry Glass Plus/ 1 /8" Annealed Glass. • Use structural or composite shims where required. • Installation methods can be interchanged within the same opening. • An impact protective system is not required where wind borne debris protection is required by local building code. Min. Distance From Edpa 3/4' FRAME SECTION (TYP) VERTICAL SECTION WM Cau. b.W— Wft nwe a W.W nwft GLASS BITE 0.500 Kin. Distance From Edpa 3/4' NAIL FIN INSTALLATION Mtn, Distance From Edgei 3/4' 2'x4' 1/4' Max Shin Space IP Min. Embedment JAMB SEC ION (TYP) HORIZONTAL SECTI❑N WM Ceuta 1xt.een Haft nape & Vood oile r•. UNIF❑RM DESIGN PRESSURE PER TAS 202 Max F amel DP 1IMPACT 52 1/8"x 75" +60/-65 1 YES LMI HLH I AN HU1 & dUJ JY' Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Installation Notes: Date: 2014.04.24 09:50:20-04'00' 1. Seal flange / frame to substrate. 2. Use #10 X 1-1 /2" PH or greater fasteners through the nail fin with sufficient length to penetrate a minimum of 1-1/2" into the wood framing. For two by (2X) wood frame substrate (Min S.G. = 0.55) 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the res4EMsil5ifity Of tie, of record for the project of installation. 4. WinLlpw irjaua8$ Etsl3p -:A atiminum 6063-T5 nail fin with a typical wall thickodsg pj O'QnO*aild)ffeocM approximately 1.258" away from frame. • Maximum sizes are buck sizes and do not include fin or flange. ►►►11 1 1111 This schedule addresses only the fasteners required to anchor the `�� S F. O ij� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd. product to achieve the rated design pressure and impact �� - • • e • • •12/11/;012 TFL N performance (where applicable) up to the size limitations noted. It ((�� ; W Y ; e • ; • ` ; ; Klamath Falls, OR 93451 is not intended as a guide to the installation process and does noC \� • 5� 'e HI rtzQg . . • %T.5 e . (541) 882 3451 address the sealing consideration that may arise in different waif 7 `� X v: • E • • • • conditions. For the complete installation procedure, see thaQL / APMIOVEDBY Premium Atlantic Single Hung Window instructions packaged with the window or go tQ -p ,STATE i � ^�• , ••. -Nail-Fin Frame Installation (52-1/8" X 7511) www.jeld-wen.com/resources�nstallation. �O er Y.E.L(��0� • e • This drawing and its contents are the property of JELD-WEN, Inch •• • • • and are for the expressed use of determining anchor A�'naaia.e�va FI o • • P • M• D • TION: CAD DWG. No.: REV: SHEET requirements for this product only. -" �n.6/ AWGI aye ,1 =L-210-3321-1 F3C 1 �O Div iOn Venice NCTL 210-3827-1 FBCI 00 1 ©f 7 rmrrn e• MAX. FROM CORNERS-H 4.25• I Fro EdOP ey •° •' �r. W i— Im. FROM r . `— Edo. ek CORNERS ad 91= 'A. n 1 • 2 9.5, a • d 3 Enb aMnt • '• �twi s rK O.C. MAX. THRU FRAME n . n4 . L4• Nex Shh $nc• P�Atmfi FRAME SE0Z (L VERTICAL SECTION EA..ILLLII� ---WINDOW WIDTH (52 1/e' MAX.) TYPICAL ELEVATION WITH FASTENERS O q General Notes: a °a • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including High Velocity Hurricane Zone and the industry standard requirement for the stated conditions. • All glazing shall conform to ASTM E1300. • At minimum, glazing is, Laminate-1 /8" Annealed Glass/.090" PVB by DuPont/ 1/8" Annealed Glass or Laminate-1 /8" Annealed Glass/0.090" Sentry Glass Plus/ 1/8" Annealed Glass. • Use structural or composite shims where required. • Installation methods can be interchanged within the same opening. • An impact protective system is not required where wind borne debris protection is required by local building code. • Maximum sizes are buck sizes and do not include fin or flange. ,%W II fit This schedule addresses only the fasteners required to anchor the �� _n�S product to achieve the rated design pressure and impact ..••• •• performance (where applicable) up to the size limitations noted. It �C/ ,•••�I is not intended as a guide to the installation process and does note i • address the sealing consideration that may arise in different wa; conditions. For the complete installation procedure, see thr; (. instructions packaged with the window or go tlz www.leld-wen.com/resources/installation. This drawing and its contents are the property of JELD-WEN, Inc. and are for the expressed use of determining anchor AABec �•� requirements for this product only. / MASS am om � a MASONRY INSTALLATION 11' Min. Embedment a Q3 Min. Distance p a \ From Edge, 2P V 10 a. p �7 1/4' Max Shin Space MASONRY BLOCK i JAMB SECTION KIM HORIZONTAL SECTION UNIFORM DESIGN PRESSURE PER TAS 202 Max Framel DP I IMPACT 52 1/8"x 75" +60/-65 YES LMI PER TAS 201 & 203 Installation Notes: 1. Seal flange / frame to substrate. 2. Use 3/16" Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of 1-1 /4" into the masonry. For concrete (min fc = 3000 psi) or masonry substrate (CMU shall conform to ASTM C90). 3. Host structure (wood buck, masonry and steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. .. ... . . . . . .. . . . . ... • �f + • • • • • • • • D //,' PRo)ECi� ENGINEER: 12/11/ 2012 3737 Lakeport Blvd. Klamath Falls, OR 97601 N BY: SCALE: NTS JELDVEN (541) 882-3451 ,, •� •Al�lertz5�' • • MjKE: BYi, • T: LE • �i i• �- • • • • • • It APLItOVEDBY:-Wes Premium Atlantic Single Hung Window F Q, , Masonry Installation (52 1/8" x 75") CAD DWG. No.: REV: SHEET 2 of 7 Ice NCTL 210-3827.1 FBC 1 �/ ZM e• Ca 4• MAX. FROM CORNERS FROM N[RS� 20.3- O.C. MAX. THRU FRAME 13AW C.C. MAX. THRU FRAME es`, Ed 2 FP �, MASONRY INSTALLATION f4— NAsoaT °HAS 5, INCLUDING SHEAR PLATE ° d 2 Liz � rp, ° � �Fs�aa�.�s 1,min, Embedment 1/4' Max 'Q 3 Shim Space A 1/1' No, L WT MIL 4 SWr. Ate- Min, Distance V a ALUMINUM ALL4411KM SWEAR PLATE From Edpet 2}' V Q SHEAR PLATE EASE u Trau.r �sen p FRAME SEf_TIDN (TYP> VERTICAL SEC'iION • • —WINDDW WIDTH (54 1/8• MAX.)—�—I < • v TYPICAL ELEVATION WITH FASTENERS G L General Notes: o°a• ; • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including High Velocity Hurricane Zone and the industry standard requirement for the stated conditions. • All glazing shall conform to ASTM E1300. • At minimum, glazing is, Laminate-1/8" Annealed Glass/.090" PVB by DuPont/ 1/8" Annealed Glass or Laminate-1 /8" Annealed Glass/0.090" Sentry Glass Plus/ 1/8" Annealed Glass. • Use structural or composite shims where required. • Installation methods can be interchanged within the same opening. • An impact protective system is not required where wind borne debris protection is required by local building code. • Maximum sizes are buck sizes and do not include fin or flange. %011I I Ilit This schedule addresses only the fasteners required to anchor the ,s product to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It ; •• �(y is not intended as a guide to the installation process and does noti • address the sealing consideration that may arise in different waA`• conditions. For the complete installation procedure, see the instructions packaged with the window or go tm -10 •. TAT QF www.jeld-wen.com/resources/installation. :� -)3 This drawing and its contents are the property of JELD-WEN, Inc. and are for the expressed use of determining anchor A'�k�fft be>aSa•ffiec requirements for this product only. A/ a Ass uTE am MASONRY --/ BLOCK 1 JAMB SECTI❑N (TYP) HORIZ❑NTAL SECTION UNIFORM DESIGN PRESSURE PER TAS 202 Max Frame I DP JIMPACT 52 1/8"x 75" +60/-65 1 YES LMI F LK I AS dU1 & dUJ Installation Notes: 1. Seal flange / frame to substrate. 2. Use 3/16" Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of 1-1 /4" into the masonry. For concrete (min fc = 3000 psi) or masonry substrate (CMU shall conform to ASTM C90). 3. Host structure (wood buck, masonry and steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Window includes an aluminum 6063-T6 shear plate with a typical wall • • t"ekness of 0.Q625" at each anchor point. /� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd. PX1 Ji -- 12/11/2012 E N Klamath Falls, OR 97601 �• RAWN BY: • • • $('ALE: • L r,-*V1.er_tzoQ • • . NTS (541) 882-3451 ;. • C14"EDOBY: � • • 41 E: • • r APEttOVEDBY: • •• • Premium Atlantic Single Hung Window " _ Masonry Installation (52 1/8" x 75") �A • • • W. • • PI Mr jJ of AND LOCATION: CAD DWG. Na.: REV: SHEET )-*3R2791 F81•. 0 r' Mw Division Venice NCTL2i6.3827-1 FBC I Oil 3 at 7 i®! S• eau rJn �usud MAIL FROM +o• O.C. MAX.teel MAX.ORERSS', 1 S Min Distance Fron Edge, k ' — STEEL INSTALLATION -j--CORNERS TNRU FRAME-f--, }— w. Distance . en4 1 Pran Eden P.j!' 3 2 Nn, throe of three dweads past frame _ O.C. MAX. TNRu FRAME THR AT 1/4' Max LIFT RAIL SHM Space mssrnT 1/4' Max Shin Space Min, Distance FRAME SECTION (TYP) FASTENER INSTALLATION From Edge, }' L(7C2 VERTICAL SECTION Mln. embedment of three threads post frame .3123 ,12s 18 gauge min steep stud 09 [�— .127 g TE 0.500 1 JAMB SECTION (TYP) H❑RIZONTAL SECTION j- WINDOW WIDTH (32 1/8• MAX) TYPIICAL ELEVATION WITH FASTENERS General Notes: 0'W �1.9.X1Kd� b • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including High Velocity Hurricane Zone and the industry standard requirement for the stated conditions. • All glazing shall conform to ASTM E1300. • At minimum, glazing is, Laminate-1 /8" Annealed Glass/.090" PVB by DuPont/ 1/8" Annealed Glass or Laminate-1/8" Annealed Glass/0.090" Sentry Glass Plus/ 1/8" Annealed Glass. • Use structural or composite shims where required. • Installation methods can be interchanged within the same opening. UNIF❑RM DESIGN PRESSURE PER TAS 202 Max Fromel DP JIMPACT 52 1/8'x 75" +60/-65 1 .YES LM1 HEK IAJ dU1 & dUJ Installation Notes: T. Seal flange / frame to substrate. 2. For Anchoring into metal framing, use #10 TEK self tapping screws with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Locate anchors as shown in elevations and installation details. Steel substrate min 18 ga.(Fy = 33 ksi). 3. Host structure (metal framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. .. ... • . . • An impact protective system is not required where wind borne debris . . protection is required by local building code. .. . . . • Maximum sizes are buck sizes and do not include fin or flange ji%►11'I111i1• • • • • .. 0.0 This schedule addresses only the fasteners required to anchor the S O ✓✓✓ PROJECT ENGINEER: product to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It �j \G•• is not intended as a guide to the installation process and does not; • p �' address the sealing consideration that may arise in different waz �/ N } ; • cme conditions. For the complete installation procedure, see the instructions packaged with the window or go tZ p t www.jeld-wen.com/resourcesfinstallation. ?J R ...; [u This drawing and its contents are the property of JELD-WEN, Inc.'°•E and are for the expressed use of determining anchor Ag b,Eai••nbn n requirements for this product only. ✓;,,�}Mq,��1� ,yC DATE: 12/11/2012 BY: • • • 5MLE: rVog• • NTS Y: • • • TME: • • • • • Poo 0 =D BY: MY • � _ JELWWEN Klamath Lakeport Blvd. athh Falls, OR 97601 (541) 882-3451 Premium Atlantic Single Hung Window Steel Installation (52 1/8" x 75") CAD DWG. No.: REV: n1 I SHEET A '' Venice I NCTL zio-3en-1 Fac V 1 1 1} of r rm e• MAx. FROM 20,V O.C. kW. CORNERS TMRU FRAME — r] ri 13.123• O.C. MAX. TMRU FRAME �---WINDOW M7BTM (32 I/a• MAX.)---� TYPICAL ELEVATION WITH FASTENERS Ie 0a min Steel Stud Him, DIs#ame Fran Edge, k 2 Min. embedment of three threads post frame 1/4' Max 4 Shin Space ALUMINUM $WAR PLATE VERTICAL SECTION General Notes: a st"ITU • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including High Velocity Hurricane Zone and the industry standard requirement for the stated conditions. • All glazing shall conform to ASTM E1300. • At minimum, glazing is, Laminate-1 /8" Annealed Glass/.090" PVB by DuPont/ 1/8" Annealed Glass or Laminate-1 /8" Annealed Glass/0.090" Sentry Glass Plus/ 1/8" Annealed Glass. • Use structural or composite shims where required. • Installation methods can be interchanged within the same opening. • • • An impact protective system is not required where wind borne debris protection is required by local building code. • • Maximum sizes are buck sizes and do not include fin or flange. 101I Itip •• Max Spec. a1rx— GLASS BITE 0.300 Mh Dbtame From Eden ek STEEL INSTALLATION INCLUDING SHEAR PLATE 1/4' Max Shin Space Min. Distance ALUMINUM From Edge, V 3 n SHEAR PLATE Min, embedment — of three threads past frame 18 gauge min Steel Stud JAMB SECTION (TYP) HORIZONTAL SECTION UNIFORM DESIGN PRESSURE PER TAS 202 Max Frame I DP I IMPACT 52 1/8"x 75" +60/-65 1 YES LMI PER TAS 201 & EUJ Installation Notes: 1 . Seal flange / frame to substrate. 2. For Anchoring into metal framing, use #10 TEK self tapping screws with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Locate anchors as shown in elevations and installation details.Steel substrate min 18 ga.(Fy = 33 ksi). 3. Host structure (metal framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. .4. •Nodgw igcludes an aluminum 6063-T6 shear plate with a typical wall %Vk"s.-ot O.o625" at each anchor point. • . . . .-- This schedule addresses only the fasteners required to anchor the product to achieve the rated design p g pressure and impact performance where a licable u to the size limitations noted. It ( applicable) P is not intended as a guide to the installation process and does nod address the sealing consideration that may arise in different wad conditions. For the complete installation procedure, see thc_ instructions packaged with the window or go tz www.jeld-wen.com/resourceslnstallation. This drawing and its contents are the property of JELD-WEN, Inc.' and are for the expressed use of determining anchor requirements for this product only. �� 'p�S . o *.* > .••• �� Q'� G •' �/ \ :.• ©'>SI � ; •• 4' • • ' -'N '� �• • •cRecKI ,• T T � � ' ��.:. �`•Fl�erl��: �e aot beas••nbaa di ��„tt1 ,�,� ire PROJECT ENGINEER: DATE: 12/11/2012 BGALE: • NTS 3J3J Lakeport Blvd. JELD-W 1� Klamath Falls, OR 97601 (541) 882 3451 RAWlBY: 000 tog • • ° • Try` •• Premium Atlantic Single Hung Window Steel Installation (52 1/8" x 7511) APgROVEDBY: _ TT�� " Q 41ig;•: • I , ET Nd NCri-2 4FT827. OC PLI*T WME AND LOCATION: Wimllow Division Venice CAD DWG. No.: NCTL290.3827-1 FBC REV: 01 SHEET & 5 o rFFIFW 5' MAX. FROM CORNERS-f 20.5' O.C. MAX. 4• MAX. FROM CORNERS 11' O.C. MAX. THRU FRAME i VANDOW WIDTH (52 1/e' MAX.)-� TYPICAL ELEVATION WITH FASTENERS HIM Distance •on EdOei 3/41 l j' IN IK oe cayo Edo. e r —N' Enhseb,en. nt oe s FRAME SECTION (TYP) VERTICAL SECTION 1J' Min, Embedment Min, Distance From Edge, 3/4' THROUGH JAMB INSTALLATION 1/4' Max Shim Space JAMB SECTION (TYP) HORIZ❑NTAL SECTION UNIFORM DESIGN PRESSURE PER TAS 202 Max Framel DP I IMPACT 52 1/8"x 75" +60/-65 1 YES LM1 PER TAS 201 & dFUJ General Notes: U-W • The product shown herein is designed, tested and manufactured to comply with Installation Notes: the wind load criteria of the adopted International Building Code (IBC), the 1. Seal flange / frame to substrate. International Residential Code (IRC), the Florida Building Code including High 2. Use #10 x 1-1 /2" PH or greater fasteners through the jambs with Velocity Hurricane Zone and the industry standard requirement for the stated sufficient length to penetrate a minimum of 1 " into the wood framing. conditions. For two by (2X) wood frame substrate (Min S.G. = 0.55) • All glazing shall conform to ASTM E1300, 3. Host structure (wood buck, masonry and steel) to be designed and • At minimum, glazing is, Laminate-1 /8" Annealed Glass/.090" PVB by DuPont/ anchored to properly transfer all loads to the structure. The host 1/8" Annealed Glass or Laminate-1 /8" Annealed Glass/0.090" Sentry Glass Plus/ structure is the responsibility of the architect or engineer of record for 1/8" Annealed Glass. the project of installation. • Use structural or composite shims where required. • Installation methods can be interchanged within the same opening. • An impact protective system is not required where wind borne debris protectbTl • • ; ; see is required by local building code. .: ; ;•; •• • Maximum sizes are buck sizes and do not include fin or flan e. J11 I I11 g bra ///... .. 000 .• This schedule addresses only the fasteners required to anchor the �� 'n�S 0 �� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd. product to achieve the rated design �% �y A„ - 12/11/2012 T]EL. Klamath Falls, OR 97601 p g pressure and impact % l� performance (where applicable) up to the size limitations noted. It RAWhBY: . e • SCALE, is not intended as a guide to the installation process and does notes �*��'% •94 •k1•FOGZ09 • ' ' • NTS (541) 882-3451 • • address the sealing consideration that may arise in different walk 's � • • • • c � `° • • see conditions. For the complete installation procedure, see the. A `OVED BY: Premium Atlantic Single Hung Window instructions packaged with the window or go tc� p $TAT Thru Jamb Installation (52 1/8" X 75"� www.jeld-wen.com/resources/installation. - / . This drawing and its contents are the property of JELD-WEN, Inc.' °.-°�1:��`�: • and are for the expressed use of determining anchor ,eel s baaia •nba IffENT3FIER No!' • NAME AND LOCATION: CAD DWG. No.: REV: SHEET !+ 4 requirements for this product only. �:tm �11 �L w ,*„-�• N&&-2f0.3t27.1!F0C��.LAWT 4l, f0'vV DIViSiOI Venice NCTL 210-3927-1 F8C �l� (� (� 17 MAX. FRO CORN ERs- t,• MAX. FROM CORNERS 1 20.5- O.C. MAX. TMRU FRAME 13.12V O.C. MAX. THRU FRAME WINDOW WIDTM (32 1/0- MAX.) TYPICAL ELEVATION --WITH FASTENERS W. Distance 3W. 13.12V O.C. MAX. THRU FRAME WINDOW WIDTM (32 1/0- MAX.) TYPICAL ELEVATION --WITH FASTENERS W. Distance 3W. -From Edge, 3/4' DWI— ,MhbednenMax F14' Sh1n Space ALUMINUM SHEAR PLATE TMM •unTAIL HFAa • eTIIBi FRAME SECTION (TYP) VERTICAL SECTION GLASS BITE 0.500 THROUGH JAIdB INSTALLATION' INCLUDING SHEAR PLATE 1J' Min. Embedment 1/4' Max Shin Space Min. Distance - Fron Edge, 3/4' SHEAR PLATE JAMB SECTION (TYP) H❑RIZONTAL SECTION UNIF❑RM DESIGN PRESSURE PER TAS 202 Max Frame I DP I IMPACT 52 1/8"x 75N +60/-65 1 YES LM1 HER I AS eU1 & i!U:3 General Notes: U J.l% • The product shown herein is designed, tested and manufactured to comply with Installation Notes: the wind load criteria of the adopted International Building Code (IBC), the 1. Seal flange / frame to substrate. International Residential Code (IRC), the Florida Building Code including High 2. Use #10 X 1-1 /2" PH or greater fasteners through the jambs with Velocity Hurricane Zone and the industry standard requirement for the stated sufficient length to penetrate a minimum of 1" into the wood framing. conditions. For two by (2X) wood frame substrate (Min S.G. = 0.55) • All glazing shall conform to ASTM E1300, 3. Host structure (wood buck, masonry and steel) to be designed and • At minimum, glazing is, Laminate-1 /8" Annealed Glass/.090" PVB by DuPont/ anchored to properly transfer all loads to the structure. The host 1/8" Annealed Glass or Laminate-1/8" Annealed Glass/0.090" Sentry Glass Plus/ structure is the responsibility of the architect or engineer of record for 1/8" Annealed Glass. the project of installation. • Use structural or composite shims where required. 4. Window includes an aluminum 6063-T6 shear plate with a typical wall • Installation methods can be interchanged within the same opening. thickness of 0.0625" at each anchor point. .. ... .. • An impact protective system is not required where wind borne debris protection • is required by local building code. •. .: ; ;•; •• • Maximum sizes are buck sizes and do not include fin or flange. %%%%1 11111 . • ..; ' •' ; ; • • • This schedule addresses only the fasteners required to anchor the `>`�_n�S •IVO�� PROJECT ENGINEER: DATE: / / 3737 Lakeport Blvd. product to achieve the rated design pressure and impact �� \v .•• ( "" 12 11 2012 JELWWEN Klamath Falls, OR 97601 performance (where applicable) up to the size limitations noted. It ((j WifBY: • •: SCALE: is not intended as a guide to the installation process and does not, `Z :• 4��" '•• Q •�I•HE'G�og • • • I�iTS (541) 882 3451 .e • C' K D B : . . • IIx`i • • address the sealing consideration that may arise in different waif 7$. conditions. For the complete installation procedure, see the_ - Premium Atlantic Single Hun Window instructions packaged with the window or go tee -b�; T TAPP,RovED BY: g g www.jeld-wen.com/resourcesAnstallation. ?3 ' .'g .;. (u Thru Jamb Installation (52 1/8" X 75") This drawing and its contents are the property of JELD-WEN, Inc. e (; F;r %d E�46• Ll . and are for the expressed use of determining anchor Ak1X Tieasa•D!a ER NO* ILAW NAME AND LOCATION: CAD DWG. No.: REV: SHEET (j f 7 requirements for this product only. �.4. }�J' n a RZA+�• �ICT:-21%3927,1� 15Ci'Iifl�iml ow Divlsioln Venice NCT1210.3627.9 FBC ��i /ultl each Blvd. BUILDING DROPS 398EastDaniaBSuite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004 Certificate of Authorization: 29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Of JELD-WEN, inc. Premium Atlantic Aluminum Single Hung Window for .... . . .... ...... Florida Product Apptoval •• • • • Current Florida Building Code • •; • •; .•.. ..:.. • ...... o • Vosoo Method: 1—'A (Certificatioif) L • Category: Windows • Sub — Category: Single Hung • • • Product: Premium Atlantic Aluminum Single Hung Material: Aluminum Product Dimensions: 52.�.25"X 75" Prepared For: 0t ````�111111//22� Prepared by: �.� ES F. p • Florida Professional Engineer# 73778 : • �`\'� . p� Date:05/01/2014 = 7 Contents: *a _ T T o) tj Evaluation Report Pages 1 — 4 Digitally signed by Hermes F. Norero, P.11%,,�sS��NA1- Reason: I am approving this document iti�Ills 1��`` Date: 2014.06.10 08:34:13-04'00' Hermes F. Norero, P.E. Florida No. 737718 BUILDING DROPS Date: 05/01/2014 A Perfect Solution in Every Drop Report No: 2903 Certificate of Authorization: 29578 Manufacturer: JELD-WEN, inc. Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(a) I Product Name: Premium Atlantic Aluminum Single �Hung Window 52.125" X 75" Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELGAMEN, inc. based on Method 1a of the State of Florida Product Approval, Florida Dep�rtrvbpt of BLMMess and•• ••+• Professional Regulation - Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in tbetpmpany, • • • • • manufacturing or distributing the product or in any other entity involved 'irrtl►e approvarpro'cess 4..., • the product named herein. fa , • •; 9000 • • •. • This product has been evaluated for use in locations adhering to the currgrit Ala ida Bu ildirg Code • ...... See Installation Instructions NCTL-210-3827-1-FBC, signed and sealed by Aesmes F. Norsrq P.E. (FLT 73778) for specific use parameters. • • • • • Limits of Use: 1. This product has been evaluated and is in com1 pliance 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 Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 5. Site conditions that deviate from the details of drawing NCTL-210-3827-1-FBC require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions NCTL-210-3827-4-FBC for size and design pressure limitations. Hermes F. Norero, P.E. Florida P.E. No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date. 05/01/2014 Report No: 2903 Certificate of Authorization: 29578 I Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code for manufacturing under a Certification Agency through National Accreditation & Management Institute, Inc. (FBC Organization # CER1773) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 •f•• Referenced Data: . . • 0 * 0 f' .. • • o•• 1. Product Testing performed by National Certifiedn%tiltg LaboN ories (FBC Organization # TST 9341) ,.goof • Report #: NCTL-210-3827-1, Report Date: 10/9�jQi2 • of., 2. Certification Agency .• • g f • •. National Accreditation & Management InstitutL-,MI.- • (FBC Organization #: CER 1773) Hermes F. Norero, P.E. Florida P.E. No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 05/01/2014 Certificate of Authorization: 29578 Report No: 2903 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: i A. For two by (2X) wood frame substrate, i se #10 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For steel stud substrate, use #10 ITW TEK Screw type steel stud anchors of.%glicient length to achieve minimum 3 threads penetration beyond steel structure' .... • ....�• •..... .. . ...•.• Nail Fin Installation: • A. For two by (2X) wood frame substrate, use #10 Wood ScrewtY@g ood fram e anchor0.of.•0 sufficient length to achieve minimum embedment of 1.50" irftp.Wpbd framing: 00:00 Refer to Installation Instructions (NCTL-210-3827-1-RBC) for anchor spacittoWd more details of the •. installation requirements. •••••• •• • •• • • • • • • •• • Design Pressure: Design Pressure Positive 60 P5F Negative 65 PSF Installation Methods: Refer to Installation Instructions (NCTL 210-3827-1-FPC) for installation methods, anchor locations, and more details of the installation requirements. 11 Hermes F. Norero, P.E. Florida P.E. No. 73778 Page 4 of 4