The URL can be used to link to this page

WS-17-2699Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Parcel Number P rnit NO. °W5-11-17-2699 Permit Type: Windows!Shultters lock C/assift ati rr WindowlDoor Replacem PermitgStatus. APPROVED Issitre t ate.11/14/201' Expiration: 05/13/2018 Applicant 347 NE 98 Street Miami Shores, FL 33138- 1132060135621 Block: Lot: ARTHUR BAKER Owner Information Address Phone Cell ARTHUR BAKER 347 NE 98 Street MIAMI SHORES FL 33138- (917)345-4387 Contractor(s) HOME OWNER Phone CeII Phone Valuation: Total Sq Feet: $ 30,960.00 0 Type of Work: REPLACE 5 DOORS AND 30 WINDOWS No of Openings: 35 Additional Info: REPLACE 5 DOORS AND 30 WINDOWS Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $18.60 $6.75 $4.50 $6.20 $5.00 $450.00 $9.00 $24.80 $524.85 Pay Date Pay Type Invoice # WS-11-17-65642 11/14/2017 Credit Card 11/14/2017 Credit Card Amt Paid Amt Due $ 50.00 $ 474.85 $ 474.85 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me pertaining thereto and in strict conformity accepting this permit I assume res required for ELECTRICAL, P OWNERS AFFIDA construction an of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are ANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. oing information is accurate and that all work will be done in compliance with all applicable laws regulating ove-namecon rac . ..:•the work stated. November 14, 2017 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy November 14, 2017 1 Value of Work for this Permit: $ BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑PLUMBING ❑ MECHANICAL El PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: ;g7 AiE9s'� si— 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 Master Permit No. RECEIVED NOV 14 2017 Sh�� FBC 20N1 Sub Permit No. VSS Z(a 9 C1 ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: 73J :/ Folio/Parcel#: Is the Building Historically Designated: Yes NO L/ Occupancy Type: Load: Construction Type: _ Flood Zone: BFE: FFE:( OWNER: Name (Fee Simple Titleholder):, 4i T A a2 "7� ev,` �Phone#: 7/ 7 3 / s^ '3 EC7 Address: �j7 7 7 /v�rldf</ y .9 t City: /I(4eti ( 9 h 'C' S State: to /} -` at. Zip: sl/ Z iie Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: '\ ti • - -- -Ohone#: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: A.( . d Phone#: F-• Address: gZ � Po i -ic.)0 C-1` City: G. 6,,C1f State: - Zip: ( v .3a 9Go Square/Linear Footage of Work: Type of Work: ❑ Addition rl Alteration n New ❑ Repair/Replace / El Demolition - � ,�4-t c 't' • Wit n�4ui S Description of Work: a'c'ov'5 Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) , cti. Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of 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 accurateand that all .work will be.doneln compliance with all applicable laws regulating construction and zoning. Z, '�, � \fir, "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 c YOUR`NOTICE OF COMMENCEMENT."'; j� Notice to Applicant: As a condition to the issuance of a building permit with an 'estimated value x�cd ng $2500,th a rrpplicant must promise`in'gotad faith, that a copy of the notice oftconimencement 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 reinssection fee will be charged. Signature •l ✓_`� Signature OWNER or AGENT CONTRACTOR The foregoing instrumentnwas acknowledged before me this The foregoing instrument was acknowledged before me this day of I vOV'e( 3C , 20 n , by day of , 20 by 41-11U( IA- PW-cr , who is personally knownowto , who is personally known to me or who V has produced "0flQ r 11 C* ►� `as me or who has produced as identification and who did take th. identification and who did take an oath. NOTARY PI<lBNC: NOTARY PUBLIC: Sign: Print: Seal: ************ •••p �i i �0�: Gym V YANADY PRIM MY COMMISSION # FF 214031 EXPIRES: March 25, 2019 Bonded Thru Notary Public Underwriters APPROVED BY �0.4a44-0 �aW/al Sign: Print: Seal: **************************************************************** Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Miami Shores Village Building Department 10050 N.E.nd 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 permitholder 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). A 410'v/V7 Qualifier/Owner Signature rutii Date Print Name NAME. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 WNER BER i DIS�iLOSURE STATEM T ! / I�r-eV DATI=:/✓01 / %/l / ADDRESS: 3cu 4 v c -7L6s/' ` 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 budding 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 personas 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. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as m own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I 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 ownso understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and con Initial 4. I 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 solsed within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, w( , s the exemption. Initial 5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons wo, ing o _ y building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and Initial nicipal ordinance. 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working n property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and a)of the limits of my insurance coverage for injuries to workers on my property. Initia 8. I 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 securit o ibutions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I undeJ� my failure to follow these may subject to serious financial risk. Initial 9. I 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 10. I 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 tly lcy Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. 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 responsi a for ro o cons r tion activity at the following address: 36(7 NN `l ` Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of tht I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of/ 0/(/ ,20 77 tit 1 °AK -EA__ who was personally known to me or who has p Y Produced re License or as identification. OWNER NOTARY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC f9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Presdiict•eontrol Section that this product or material fails to meet the requirements of the applicable b+ailang code. • • • This product is approved as described herein, and has been designed to comply stir!: 'the Florida Building • Code, including the High Velocity Hurricane Zone. MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy • DESCRIPTION: Series "Eco-Guard 550"Aluminum Fixed Windoww- L.M.I.• • • • • • • APPROVAL DOCUMENT: Drawing No. W11-10, titled "S-550 Aluminum Filed;Window; �>: �IVLL)'� • • • sheets 1 through 6 of 6, dated 02/28/11, with revision D dated 06/23/15, prepared ly ATFarood'C't poratiotf, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Produst t. ro1 Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Prgthttot•Eontrgl Section. MISSILE IMPACT RATING: Large and Small Missile Impacf Resiistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 13-0206.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • • .• 6/0/15 • • • •• • ••• • • • 00 • NOA No.15-0406:11ti1 Expiration Date: May 05, 2021 Approval Date: July 02, 2015 Page 1. Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.07) 2. Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets 1 through 6 of 6, dated 02/28/11, with revision D dated 06/23/15, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Report No; HETI-10-3145, dated 12/29/10, signed and sealed by CandidoF. Font, p.n. (Submitted under NOA No. 11-0309.07) ' '• • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201- 24 • • 2) Cyclic Wind Pressure Loading per FBC, TAM-94 • • • along with marked -up drawings and installation diagram of antli ilium troll' • • window, prepared by Hurricane Engineering and Testing, Ine.,•Tesb Reports filer HETI-10-3146, HETI-10-3147 and HETI-10-3149, all dated 12!29/10, si'i?Ed and • sealed by Candido F. Font, P.E. • • • •(Submitted under NOA No. 11-0309.07) ••• 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading parr F$C TAF,20E-94 • along with marked --up, drawings and installation diagram of an aluminuMMt fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Report No. HETI-10-3148, dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.07) • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 03/27/15 and 06/23/15, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Manue� ez, P.E. Product Conti . ' xaminer NOA No. 15-0406.11 Expiration Date: May 05, 2021 Approval Date: July 02, 2015 E-1 • • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5«' Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Reports No. HETI-10-3145, HETI-10-3146, HETI-10-3147, HETI-10-3148 and HETI-10.3149, all issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11.0309.07) G. OTHERS • 1. Notice of Acceptance No. 13-0206.08, issued to Eco Window. Sowms, 'me fdr then • Series "Eco-Guard 550" Aluminum Fixed Window - L.M.I ; •approved on.05/02/1 and expiring on 05/05/16. • • • • • • E-2 . . .... .• • . • • • • • • •••. • . .• . • • • • • • .• • ••• • • . •. aixtr.6,0 Ma uel P . P.E. Product Control miner NOA No. 15-0406.11 Expiration Date: May 05, 2021 Approval Date: July 02, 2015 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems,�LLC 9114 NW 106 Street Miami, Fl. 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material -fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jusildiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Evade County Product Control Section that this product or material fails to meet the requirements of the appjidle buieling Bode. This product is approved as described herein, and has been designed to cotnplyFlorida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "ECO—Guard Clipped" Alunrinnni Tube Mullion — L.?V1 .. MIAMI--DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.uovleconomy • . • APPROVAL DOCUMENT: Drawing No. M14—01, Series titled "Aluminum Titihe.Mulligrl';,sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14,• 4xsrared by AI—Farooq . • Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Prrilngt Control • Section Approval stamp with the Notice of Acceptance number and Approval:date•by the•Miami—Dadr County Product Control Section. • • • • • • • .. MISSILE IMPACT RATING: Large anif Small,Missile Impacf Resistant j LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami --Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. .... • . . . MIAMI DADE COUNTY APPROVED NOA No. 14-05297161 Expiration Date: 1OEtober,23, 2019] Approval Date: October 23, 2014 Page 1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked —up drawings and installation diagram of a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Can�iido:V. FontZ • • • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 294 • 2) Cyclic Wind Pressure Loading per FBC, 'PAS•283-94 • • • along with marked —up drawings and installation diagram •of •clippid.alum inuin • mullion at a fixed window/ a single hung window, prepared ley. }irlrxicane Fdatreerita: • • • & Testing, Inc.. Test Reports No.'s HETI-08 2192B and•Il'Ef-08-.2166C, both. • • • dated 01/15/09, signed and sealed by Candido F. Font, P. E. . • • • 4. Test reports on: 1) Aix Infiltration Test, per FBC, TAS 202---f4 • • • 2) Uniform Static Air Pressure Test, Loading pit F•BC, TA.S 42-94 3) Water Resistance Test, per FBC, TAS 202-94 •. •• 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of a clipped aluminum mullion single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2166A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and FBC 5th Edition (2014), prepared by Al—Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad, P. E. D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 • • Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC-2010 and FBC 5`h Edition (2014), issued by Al—Farooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad, P. E. 2. Department of State Certification of Eco Window Systems, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S. Browning, Secretary of State. 3. Laboratory compliance letter for Test Reports No.'s HETI- 08-2192A, HETI-08-2192B, HETI-08-2166A and HETI-08-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F. Font, P. E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez, P. E. • • G. OTHERS 1. None. E-2 • • • . . • •. • • • • •••• • • •••• • • .•• •• • • • . • • • • . .••• • • • • • •• • • • • • • • • • • • . • • • • •• • • • • • • • Jaime D. Gascon P. E. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Ec`o Window'Syste ni LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Prcrita:control Section that this product or material fails to meet the requirements of the applicablabui Cling code. This product is approved as described herein, and has been designed to comply Alt the Floikie' $uildini Code, including the High Velocity Hurricane Zone. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 1' (786) 315-2590 F (786) 315-2599 www.mia m id ade.Qov/economy • . DESCRIPTION: Series "Eco-Guard 500" FOutswing Aluminum Casement WirxIaw- L.M.I. • • • APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswipg Casement Wdw.. • (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/1.„'pj ared beal-Faroog Corporation, signed and sealed by Javad Ahmad, F.E., bearing the Miami —Dada •County Product Control . • Revision stamp with the Notice of Acceptance number and expiration date by:the Isliami4ado. County Product Control Section. • • • . . • • MISSILE IMPACT RATING: GLarge and Small'MissileImpact Resistant) • • • • . • • • •• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA. is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 13-0206.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P. E. MIAMI•DADE COUNTY APPROVED NOA No: 15=0406101 E xpiratiiin Dare: .-May -19, 20213 Approval Date: July 02, 2015 Page 1 • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 ' along with marked -up drawings and installation diagram of a c nmgnt witdosy, prepared by Hurricane Engineering and Testing, Inc., Test Repasts No. HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed'ana'sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.06) C. • CALCULATIONS .... , • .... . • . . . • • . 1. Anchor verification calculations and structural analysis, comp1 i'ng wifh •1S'BC 5• m"' • Edition (2014), prepared by Al-Farooq Corporation, dated 17I'15 aptl, 06/23/1 1 signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) .. .. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. rez, P. E. Product C ntro Examiner NOA No. 15-0406.10 Expiration Date: May 19, 2021 Approval Date: July 02, 2015 • E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.06) G. OTHERS 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 05/02/13 and expiring on 05/19/16. . • . • . . .. • • • • • . . • • .... • • • • . .... . .... • . • .. .. .... • • • • . • .. . • • •• . . •• • • .. • ... • • . Manuel P e ,. E. Product Contro Ex iner NOA No. 15-0406.10 Expiration Date: May 19, 2021 Approval Date: July 02, 2015 E-2 MIAMI.DADI a is i` DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) SIW:Impact Windows, LLC 975 S. Congress Ave. # 102 Delray Beach, Florida 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "S-800 " Ahuninitni Oiiffolding Doors-LMI APPROVAL DOCUMENT: Drawing No. W14-18 Rev C, titled "Series 800 Alum Out 1t11011:Bi-Fgld Dgor (L.M.1.)", sheets 1 through 15 of 15, dated 04-10-14 and last revised on MAR 26th, 2015, piaared by 4-Tgrbbq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Prodcret. Control Approval • stamp with the Notice of Acceptance number and approval date by the Miami -Dade County ilkell ►ct Copjr;oJ ectiotr MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315.2590 F (786) 315-2599 iysvw.miamidade.aov/economy • • • MISSILE IMPACT RATING:'L lte—and'Small•Missile Impact •••• •• Limitations: . • • 1. Door is rated for water infiltration with Std bottom track item #2, Door is not rated foe water: infiltration with low .' • profile bottom track item #2A, unless overhang complying per FBC is provided or system is used where water infiltration is not required. • • • . . 2. Glass lites wider than 36" shall have two setting blocks per FBC requirements. •.• . • • •. ; ' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product. Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI•DADE COUNTY ummail 1-NOA No714=0909.1-3 Expiration Date: April 02, 20201 Approval Date: April 02, 2015 Page 1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ' A, DRAWINGS 1 Manufacturer's die drawings and sections. 2. Drawing No. W14-18 Rev C, titled "Series 800 Alum Out folding Bi-Fold Door (L.M.1.)", sheets 1 through 15 of 15, dated 04-10-14 and last revised on MAR 26th, 2015, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 (See Sill details in sheet 8) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with installation diagram of Aluminum Out folding doors, prepared by Black Water Testing Inc., Test reports # BT-SIW-14-014 (1), (2), (3),(4) and (5) , dated March 19, 2014, all signed and sealed by Yamil Kuri, P.E. Note: The test reports #BT-SIW-14-014 (3), (4) &(5) have been revised by an addendum letter dated 11/25/14, issued by Black Water Testing Inc., signed and sealed by Yamil Kuri, P.F,. at1d have hardware & additional Extrusion Dwgs issued by Black water Testing Lab dated IAN 07:,•21f?5. C. CALCULATIONS • . . .. . . • 1. Anchor verification calculations complying with FBC 2014(5111 edition), preliaitid by Al-arooq • Corporation, dated AUG 21, 2014, DEC 17, 2014 and last revised on JA1J 1 2015, tigizgd and • sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-04 & -09 D. QUALITY ASSURANCE . . . . . . • • • • • . • • . . 1. Miami Dade Department of Regulatory and Economic Resources (RER).: . •. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No, 11-0624,01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite ® PVB interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5°' Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/20/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test reports. 3. Addendum letter dated 11/25/14, along technical cut sheets of hardware and extrusion Die drawings for test report # BT-SIW-14-014 (3), (4) & (5), issued by Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E. G. OTHER 1. Test proposal dated 08/27/13, signed by Jaime D. Gascon, P.E. . • . •. t vt Islraq I. Chanda, P.E. Product Control Examiner NOA No. 14-0909.13 Expiration Date: April 02, 2020 Approval Date: April 02, 2015 E - 1 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ECO Windows Systems; LLCJ r9114.N. W.-106th Street, Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. • • DESCRIPTION: Series 600 Aluminum Outswing Doors-L.MLI APPROVAL DOCUMENT: Drawing No. W12-08 Rev C, titled "Series 600 Alum Outs win$ Entrance Door • (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, da,tvl D2/13/12 and last • revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E., bearing the Miami-17ade.Caunty PFaatl&t Control.. • • MJAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mia midade.gov/eeonomy • • • • Revision stamp with the Notice of Acceptance number and expiration date by the Miami~i'County P:eeluct Control Section. •• •• "" MISSILE IMPACT RATING:Large and Small Missile Impact Resistant -1 • • : • • Limitation: • 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 . See Single or I?oYEle:DoorJi ratings vAit1 • sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf widlli shall not to exceed 37". See locking options 1 & 2 in sheet 771. 2. Laminated glass types GI and G2 are limited to .090" Kurarary's Butacite PVB and glass type G3 is limited to Insulated laminated glass w/ .090" Solutia interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #12-0402.03 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • • • MIAMI DADE COUNTY f NOA No. 15-0603.13` Expiration Date: March 20, 2019 Approval Date: October 15, 2015 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., 'Pest Report No. HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. • • Note: The above referenced test reports have been revised by an addendum;lett, r dated'June 29, 28 t i`: • issued by Hurricane Engineering & Testing, Inc., signed and sealed by RafaerE. broz,•P. E. '. C. CALCULATIONS • • 1. Anchor verification calculations and structural analysis, complying wit$•FB; 201L(,5;;Edition), • prepared by Al Farooq Corporation, dated June 02, 2015, signed and seater b' Javad • . Ahmad, P:V' •. comp 2. Glazinglies w/ ASTME-1300-02 -04 & -09. • D. QUALITY ASSURANCE • •• •• • • •• 1. Miami Dade Department of Regulatory and Economic Resources (REF.). .:• • • .• .. • E. MATERIAL CERTIFICATIONS ... . • . • • .• 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #12-0402.03, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. shaq I. Chanda, P.E. Product Control Examiner NOA No. 15-0603.13 Expiration Date: March 20, 2019 Approval Date: October 15, 2015 E-1 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window. Systems,LLO 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building c040.•; • This product is approved as described herein, and has been designed to comp!}: witR.the Flbrida Building••;• MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www. m i a m i d a d e.sov/ec onomv Code, including the High Velocity Hurricane Zone.• •. DESCRIPTION: Series "Eco-Guard 200" Aluminum Horizontal ,Rolling' Winclali.- L.M.I. . . . APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-208'E1Piim. HOW. JCQlling • Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision E dated 07L16.5:414prepared by Al • - Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miamigp'e¢giCountyl;lyoduct Control Revision stamp with the Notice of Acceptance number and expiration data byxhe Miami -Dade County Product Control Section. • MISSILE IMPACT RATING:Ige and Small Miisile Impact Resistant—: •'. ..•... . . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo' ptty, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0317,01 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • • • • MIAMI-DADE COUNTY APPROVED NO -A No. 15-0728:05 Expiration Date:. May 27, 2019J Approval Date: September 03, 2015 Page 1 • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision E dated 07/15/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E• • (Submitted under previous NOA#14-0317.01) •• • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • 2) Uniform Static Air Pressure Test, Loading'perFBC TAS Z02-94 . 3) Water Resistance Test, per FBC, TAS 20204". • 4) Forced Entry Test, per FBC 2411 3.2.1, Ta. b2-94 • • • • • . . along with marked -up drawings and installation diagram of aatlralumilatip horizontal sliding window, prepared by Hurricane Engineering 4 •Testing, Inc., Test .' • Report No. HETI-08-2226A, dated 01/15/09, signed and seated byCancttip.t'. Font, P.E. •. • •• • • . ...• • .• (Submitted under NOA#09-0312.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) Manue ' ere , P.E. Product Cont of Ex: iner NOA No. -0728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 E-1 • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228B, dated 01/15/09, signed and sealed by Candido F; Font, • • . P.E. • • . • (Submitted under NOA#09-0312.08) • • 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201:94 • • 2) Cyclic Wind Pressure Loading per FBC, T.Afr2Q3-94 • along with marked -up drawings and installation diagram of a XOX aluminum . • horizontal sliding window, prepared by Hurricane Engineering i; esting, Eric ; Test Report No. HETI-O8-2229, dated 01/15/09, signed and sealed.byJandido F, Font, • • • . P.E. • • (Submitted under NOA#09-0312.08) ' '• .• 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2171-9.4 • • • • . • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) Manuel P P.E. Product Control . finer NOA No. 15- i 728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/08/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. • • • • • .•• • • F. STATEMENTS ' • 1. Statement letter of conformance, complying with FBC 5th Editid42014), apd of no, ra financial interest, July 8, 2015, signed and sealed by Javad Aacl,•P.E. • • •.•• • • • G. OTHER • • :"' 1. Notice of Acceptance No. 143-0317.01, issued to Eco Window.. ems, LI,4 for their .• Series "Eco-Guard 200" Aluminum Horizontal Rolling Window L.M.I.", approved • • • • • • • • • ••• on 04/10/14 and expiring on 05/27/14. E-3 ••• • • • J,. Manuel z, P.E. Product Contra ambler NOA No. 5-0728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED z 5 to rn WINDOW HEIGHT 0 w ww 4 WINDOW WIDTH D.L. OPG. I 10 1/2" MAX. HEAD SILL TYPICAL ELEVATION 1/8" HEAT STREN'D. GLASS .090" Interloyer DuPont Butacite PVB By 'Kuroray Americo, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'A' r N m 2 02 6" MAX. HEAD/SILL CORNERS 1/8" TEMP. GLASS rt 0 w 3/8" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interloyer DuPont Butacite PVB By 'Kuroroy Americo, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 AT 1/4 POINTS ALL SIZES GLASS TYPE 'AA' GLAZING OPTIONS O w ww THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ECO—GUARD SERIES-550 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN, LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS 8Y OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • • NOT PART OF THIS APPROVAL. • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. . • ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 3/16" HEAT STREN'D. GLASS .090" Interloyer DuPont Butacite PV8 By 'Kuraray America, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'B' PRODUCT REVISED as complying with the Florida Building Code Acceptance No itati • Date Product •ntrot SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS Engr: JAVAD AHMAD CIVIL FLA. PE 70592 CAN. 3538 23 201! 4O .44 .• •• •• •• 0 8 0 COMP-ANL\W11-1DECO) � J _1 J O V) Z_ W p• V) ow • X•vi . J-r • • 0 •z 3 • • Z • 0 •�!0 (/z i • ••• )• In C 0 .N 4) REV. PER RER COMMENTS N 0 0 n 0 0, 0 N 0 0 Q m 0 0 C co N Ili 0 4- 0 N gi u 0 drawing no. [sheet 1 of 6 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'AA' GLASS TYPE 'B' WIDTH (W) LENGTH (L) EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) 30" 36" 42" 48" 54" 60" 66" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 48" 54.0 57.8 70.0 75.0 70.0 75.0 54.0 57.8 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 _ - - 70.0 75.0 70.0 75.0 30" 36" 42" 48" 54" 60" 66" 54" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 54.0 57.8 70.0 75.0 70.0 75.0 - - 68.9 73.8 68.9 73.8 -- - 68.9 73.8 68.9 73.8 - - 68.9 73.8 68.9 73.8 30" 36" 42" 48" 54" 60" 66" 60" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75,0 70.0 1 75.0 - - 70,0 75.0 70.0 75.0 - - 68.9 73.8 68.9 73.8 - - 62.0 66.4 62.0 66.4 - - 62.0 66.4 62.0 66.4 30" 36" 42" 48" 54" 60" 66" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 68.9 73.8 68.9 73.8 - - 62.0 66.4 62.0 66.4 30" 36" 42" 48" 54" 72" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70,0 75.0 70.0 75.0 - - 68.9 73.8 68.9 73.8 30" 36" 42" 48" 78" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 30" 36" 42" 48" 84" 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 30" 36" 42" 90" 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 30" 36" 42" 96" - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'AA' GLASS TYPE 'B' WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 26-1/2" 32" 37" 42" 48" 53-1/8" 56" 60" 63" 50-5/8" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 54.0 57.8 70.0 75.0 70.0 75.0 51.2 54.8 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75,0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26-1/2" 32" 37" 42" 48" 53-1/8" 56" 60" 63" 63„ 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 66.4 71.1 66.4 71.1 - - 62.0 66.4 62.0 66.4 - - 59.0 63.2 59.0 63.2 26-1/2" 32" 37" 42" 48" 53-1/8" 76" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26-1/2" 32" 37" 42" 48" 80" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26-1/2" 32" 37" 42" 48" 84" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26-1/2" 32" 37" 42" 90" 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26-1/2" 32" 37" 42" 96" 70.0 75.0 70.0 75.0 70,0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). L l w J NOTE WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. PRODUCT RBV1SEOFlodds as complying, Building Codc Acceptenw No kudos Date Mi Product C . ntrol Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 CAN. . 3538 JUNI," 3 2015 6. 2021. 0 U 0 o_ 0 -., • .. 411, • .• 01 c 0 N t- m ti W w 2 N z . a m 0 N 0 0 0 4, M O 10 N 0 m 0 0 03 N 0 v C • N i drawing no. W1 1 - 1 0 sheet 2 of g ° 18Y WOOD BUCK - d ° • a as Q ° a TYPICAL ANCHORS SEE ELEV. FOR SPACING ° . EDGE DIST. . WINDOW HEIGHT II EI II II It II I II 11 li II II 11 II I1 rf I1 II 11 II I II II II 1 I I II 11 1 ° 0 0 z trt • .° 1 d Q EDGE DIST. a ° ° ° / 0 44 4 4 ° 4 A. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE g TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. L.. JIM iris TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1BY WOOD BUCK v Ao PRODUCT REVD TYPICAL NCHOR ascontptying with thISEe Florida SEE ELEV.ALA Sll iilding Codc FORAcceptancoNo SPACING Icarian Date By Mt EDP DIST. p0 O tn O 0 -----11:N! ;17 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC, OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) #14 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) co Co' 8 0 0 w 0 -J Z 0 2 0 0 J 0 ID z_ •�w •• )e ••41 •%i • ••,• • •••z • • •• i•Ifb • •l()• • I• • • #12 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. W000 AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm = 2000 PSI MIN. Ai !LWM "ri ado Product C Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. IS538 JUN 2 3 2015 • J 0 J �' 01 03 Vi CO M 0 1,1 } w 1n ;•!:•• }-• V. O `D N 0�.,•y• Z in 7.. L` :"1 00 0 la b • V) 0 ti TO 2014 FBC • R RER COMMENTS • T w 0 0 0 N 0' 0 h n 0 0 Q m U 0 c dote: 02-2B-11 u 0 V t � drawing no. W11-10 sheet 3 of 6 • •• • • • • • • • •• • • • • 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 w 0 W METAL STRUCTURE 0 EXTERIOR D.L. OPG. WINDOW WIDTH 1 /4" MAX. SHIMS MIAMI—OADE COUNTY APPROVED MULLION SEE SEPARATE NOA WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING •6-T WINDOW WIDTH EXTERIOR 1BY W000 BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 1/4" w 0 0 w 1/4" MAX. SHIM W000 BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with dm Florida Building Cods C- 04 O 6 •' j Acceptance No 7 1J+ Ex• otion Date . 1[� Zo2d. By Product Contro Engr: JAVAD AHMAD CML FLA. PE 1 70592 C.A.N. 538 ITV 8 N N 0 W r COMP-ANL\W11-10ECO N 0 .y .5 0 0 to N MANUF. ADDRESS REV. UPDATED TO 2014 FBC NO CHANGE THIS SHEET .0 CO 0 0 04 0 0 0 N 0 0 n ri 0 0 c m 0 ( u O u O 0 Vl drawing no. sheet 4 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. ALT. ALT. METAL STRUCTURE EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-OADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE 0 Li :1110 TYPICAL ANCHORS SEE ELEV. FOR SPACING w 0 0 W TYP CAL ANCHORS SEE ELEV. - FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER O PRODUCT REVISED ac ildingmplyingodc with the Florida Auco Acceptance No Ow ' on Dam -��• BY Ai ado Product 06 .-ti f 2dZa Engr: JAVAD AHMAD CIVIL FLA. PE if 70592 C.A.N.538 0 • •0 • 1 ill.) •• K• • ••••z •• ••5 • • 4 • ► M/) • . $) • • itn • U 0 _J N J co V) co W M • �-��wyyff L. p•• N• +}� L rn up ()_ N p A•• Loa z•�� O o Wey3E* fib N 0 N 0) L c 0 47, U 0 o) I Ai v) Ld 0 2 • • • •) UPDATED TO 2014 FBC •� i 0 z • • .off a b 0 0 n 0 of 0 0 0 L_ m U i I N O U 1.: t I. m V drawing no. W11-10 (sheet 5 of 6, 3.094 3.001 2.750 .062 TYP. .719 .500 2.578 FRAME HEAD/SILL/JAMB .050 .452 L} 1.287—I SNAP COVER fl.394 .803 .050 1.047 L GLAZING BEAD (7/16" LAM. GLASS) 1 1—.130 .803 .045 1.172J GLAZING BEAD (INSUL. LAM. GLASS) 2.688 .769 0 FLUSH FRAME ADAPTER r--1- .519 38 GLAZING BEAD (5/16" LAM. GLASS) 1.750 .493 1.750 .493 CORNER KEY ITEM PART g QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E503 4 FRAME HEAD/SILL/JAMB 6063-T6 - 2 E504 4 SNAP COVER 6063-T6 - 3 FY109 AS READ. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - 3A E505 AS READ. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 3B FY108 AS REQO. GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 4 #10 X 1-1/4" 3/ CORNER ASSEMBLY SCREWS - -- 5 E203 AS REQO. GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFAB 6 1 PSJ40-SS 2/ CORNER FRAME CORNER KEY ST. STEEL - 7 FLB-50 - GLASS SPACER - 1/8" HIGH SILICONE FRANK LOWE 8 FY120 AS REOD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 9 . - AS READ. SETTING BLOCK, 3/16" X 3/4" X 4" LONG EPDM DUROMETER 80t5 SHORE A 101 - - INSUL. GLASS EDGE SPACER ST. STEEL CARDINAL XL FRAME CORNER SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. PRODUCT REVISED as complying with the Florida BuildingCodc C'+ Acceptance No (radon Date BY ,4i o ucI (lltrol 06. it /eyed. Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.A. $538 3 2015 _• Fy` r W a. a O • J M 0 • 0 M W M O a a O BE re O 4w W < Wrl W N 0 O 0 Z ••••z • • • • • • IC •• r•O •••pst ) • ir if) • t • •cn •• .r-• 0 0 0 d 0 0 0 J 0 'a -J N co ▪ co M }• ckn r O prr1.to •Z •'� 000 0 �-�v W r ' o • C 0 0 v re UPDATED TO 2014 FBC •• REV. PER RER COMMENTS • • .0 1Crevisions: 0 0 0 O O o, ri O N uS 0 O m 0 o i 0 0 v drawing no. W11-10 Cheet 6 of 6 4.000 6.000 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI—DADE COUNTY APPROVED IMPACT AND NON —IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 3 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MIAMI—DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULUON AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ii TJ==:: _ �--II __ I Ili p.l i lia } r(- i 1 cc --I -- TYPICAL WINDOW FRAME 3.000 TUBULAR SHAPES 2.000 a ALLOY = 6063—T6 TYPICAL 1 " — GLAZING PRODUCT 11 dtJUI MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Approvcd r=4 oo'np1yh %►itt tier Plaids Huildii �, Co 11,4 NUA!1 ' £ngr: JAVAD AHMAD CML PIA. PE j 70592 C.A.N, 3538 MA‘.2'.3203 4.000 1.000 0 z 0 3 J ( (n z. •J • • •••-• • In •.••.4 3 • 0110 ....(n • 'S • ••�• (f) ••g.i ov) 11• • 3 £ — 1n • z .y ? • • z•Cdt-0:•••• Q Ell U W O) t revisions: c 0 47, 0. L 0 N v tu 0 0 0 c a rn 0 0 r v 0 } v drowing no. M14-01 • • sheet 1 of 9 1.000 r -.125 3.000 Ix = .9502 IN\4 Sx = .6335 IN\3 1 X 3 STD. MULLION 6063-T6 1.000 r- u 125 4.000 =-.125 Ix = 2.0374 IN\4 Sx = 1.0187 IN\3 1 X 4 STD. MULLION 6063-T6 3.000 -�I t.ao0 r_ .125 Ix = 1.538 IN\4 Sx = 1.0254 IN\3 1-X3 CUSTOM MULLION 6063-T6 4.000 .125 Ix = 3.1878 IN\4 Sx = 1.5939 IN\3 1 X' 4 CUSTOM MULLION 6063-T6 4.000 I 2.000--1s.125 ix = 2.9762 IN\4 Sx = 1.4881 IN\3 2 `X `4 STD. MULLION 6063-T6 -.125 2.000 .125 f� 2.000 M LA* ANGLE CLIP 6063-T6 1/2" MIN. .125 TYP. NOTCH OPTIONAL .71E r 5.500 MULLION CLIP 6063-T6 1/2- MIN. 1/2" MIN. 2.125 .125 TYP. NOTCH OPTIONAL 5.500 1/2" MIN. 1/2" MIN. MULLION CLIP 6063-T6 2.125 6.000 2.000 �,125 --.125 Ix = 8.2757 IN\4 Sx = 2.7586 IN\3 2 X 6 STD. MULLION 6063-T6 6.000 2.000 F .250 b--.250 Ix = 15.2031 IN\4 Sx = 5.0677 IN\3 2 X 6 HEAVY MULLION �.... (� • • 6063 T6 . • • r_oco ...� 7M: • z13• � • • • • z.a• • a. • p.4tJS• Q U ,-w w o>� J z n 0 0. 0 G re 0 O t O a. < O o��amee Appmuvrda colnplyin milli the F1 nidh I31Ii.Idn (V Dele NOAIrrt -• ' Mi it? Pt:Quin) x6bs„r,�su.�� Engr: JAVA0 AI -MAD CML F1.A. PE rt 70592 C.A.N. 3538 U o • - •• V) J •I•• • Z. • • • • • r • • • • J ••yr r• •• g • V • 4. y c 0 description 0 0 , 0 v` rawing no. M14--01 (sheet 2 of 9 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WIDTH (W) MULL SPAN 1 X 3 STD. 1 X 4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 4 STD. 2 X 6 STD. 2 X 6 HEAVY WINDOW DIMS. WIDTH (W) MULL SPAN 1 X 3 STD. 1 X 4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 4 STD. 2 X 6 STD. 2 X 6 HEAVY 19-1 /8" 26-1/2" • 30" 37" 42" 48" 54" 60" 66" 72" 38-3/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 112.5 120.0 120.0 120.0 120.0 120.0 120.0 103.2 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72' 74-1/4" 74.6 120.0 120.0 120.0 120.0 120.0 120.0 53.8 115.4 87.1 120.0 120.0 120.0 120.0 47.5 101.9 76.9 120.0 120.0 120.0 120.0 38.5 82.6 62.4 120.0 120.0 120.0 120.0 33.9 72.8 55.0 113.9 106.4 120.0 120.0 29.7 63.7 48.1 99.7 93.1 120.0 120.0 26.4 56.6 42.7 88.6 82.7 120.0 120.0 23.8 51.0 38.5 79.7 74.4 120.0 120.0 21.6 46.3 35.0 72.5 67.7 120.0 120.0 42.5 32.1 66.5 62.0 120.0 120.0 19-1/8" 26-1/2' 30" 37" 42" 48" 54" 60" 66" 72" 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 114.8 120.0 120.0 120.0 120.0 120.0 120.0 103.3 120.0 120.0 120.0 120.0 120.0 120.0 94.0 120.0 120.0 120.0 120.0 120.0 120.0 86.1 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 26-1/2' 30' 37" 42" 48' 54" 60" 66' 72" 84" 51.5 110.4 83.4 120.0 120.0 120.0 120.0 37.2 79.7 60.2 120.0 116.4 120.0 120.0 32.8 70.4 53.1 110.2 102.8 120.0 120.0 26.6 57.1 43.1 89.3 83.4 120.0 120.0 23.4 50.3 38.0 78.7 73.5 120.0 120.0 20.5 44.0 33.2 68.8 64.3 120.0 120.0 39.1 29.5 61.2 57.1 120.0 120.0 35.2 26.6 55.1 51.4 112.6 120.0 32.0 24.2 50.1 46.7 102.4 120.0 29.3 22.1 45.9 42.8 93.8 120.0 19-1/8" 26-1/2' 30" 37' 42" 48" 54" 60" 66' 72' 50-5/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.3 120.0 120.0 120.0 120.0 120.0 120.0 101.6 120.0 120.0 120.0 120.0 120.0 120.0 88.9 120.0 120.0 120.0 120.0 120.0 120.0 79.0 120.0 120.0 120.0 120.0 120.0 120.0 71.1 114.5 115.2 120.0 120.0 120.0 120.0 64.7 104.1 104.7 120.0 120.0 120.0 120.0 59.3 95.4 96.0 120.0 120.0 120.0 120.0 19-1/8" 26-1/2' 30' 37' 42' 48' 54' 60" 66" 72' 96" 34.5 74.0 55.8 115.8 108.1 120.0 120.0 24.9 53.4 40.3 83.5 78.0 120.0 120.0 22.0 47.2 35.6 73.8 68.9 120.0 120.0 38.2 28.9 59.8 55.9 120.0 120.0 33.7 25.4 52.7 49.2 120.0 120.0 29.5 22.3 46.1 43.1 107.8 120.0 26.2 41.0 38.3 95.8 120.0 23.6 36.9 34.4 86.2 120.0 21.4 33.5 31.3 78.4 120.0 30.7 28.7 71.8 120.0 19-1/8' 26-1 /2' 30' 37" 42' 48" 54" 60' 66" 72' 63" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 88.1 120.0 120.0 120.0 120.0 120.0 120.0 77.8 120.0 120.0 120.0 120.0 120.0 120.0 63.1 119.9 102.1 120.0 120.0 120.0 120.0 55.6 105.6 90.0 120.0 120.0 120.0 120.0 48.6 92.4 78.7 120.0 120.0 120.0 120.0 43.2 82.2 70.0 120.0 120.0 120.0 120.0 38.9 73.9 63.0 115.7 108.0 120.0 120.0 35.4 67.2 57.3 105.1 98.2 120.0 120.0 32.4 61.6 52.5 96.4 90.0 120.0 120.0 19-1/8" 26-1/2" 37" 48" 54" 60" 66" 108" 81.3 75.9 120.0 120.0 58.7 54.8 120.0 120.0 51.8 48.4 120.0 120.0 42.0 39.2 109.1 120.0 37.0 34.6 96.1 120.0 32.4 30.2 84.1 120.0 28.8 26.9 74.7 120.0 25.9 24.2 67.3 120.0 23.6 22.0 61.2 112.3 21.6 20.2 56.1 103.0 ALL LOADS ARE EXT.(+)/INT.(-). NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (W) MULL SPAN 30" 37" 42" 48" 54" 60" 66" 72" 120" - - - 37.8 35.3 98.1 120.0 - - - 30.6 28.6 79.5 120.0 - - - 27.0 25.2 70.1 120.0 - - - 23.6 22.0 61.3 112.6 - - - 21.0 - 54.5 100.1 - - - - - 49.0 90.1 - - - - - 44.6 81.9 - - - - - 40.9 75.1 26-1/2" 30" 42" 48" 54" 60" 66" 72" 132" - - - 32.1 30.0 83.4 120.0 - - - 28.4 26.5 73.7 120.0 - - - 20.3 - 52.6 96.7 - - - - - 46.1 84.6 - - - - - 40.9 75.2 - - - - - 36.8 67.7 - - - - - 33.5 61.5 - - - - - 30.7 56.4 19-1/8" 26-1/2" 30" 37" 42" 54" 66" - - - 34.3 32.0 89.0 120.0 - - - 24.8 23.1 64.3 118.0 - - - 21.9 20.4 56.8 104.3 - - - - - 46.0 84.5 - - - - - 40.5 74.5 - - - - - 31.5 57.9 - - - - - 25.8 47.4 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE GLAZING PRODUCT VERTICAL MUWON GLAZING PRODUCT W2 Florida DI iftlir4c Dace 2. 0 N1iLu44,i Mae CIVIL CAN. 3538 HORIZONTAL MULUON • • Ot Rs/ a Mk -01 <OE as -J w. on en a. cn CS drawing no. (sheet 3 of 9 • • • DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a B4b 19-1/8" 26-1/2" " 30" 37" 42" 48" 54" 60" 66" 72" 38-3/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 101.4 120.0 120.0 120.0 120.0 120.0 89.3 120.0 120.0 120.0 120.0 120.0 78.2 112.6 120.0 108.4 120.0 120.0 69.5 100.1 120.0 97.6 120.0 120.0 62.5 90.1 120.0 88.7 120.0 120.0 56.9 81.9 113.7 81.3 120.0 120.0 52.1 75.0 104.2 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 114.3 120.0 120.0 120.0 120.0 120.0 92.7 120.0 120.0 ` 120.0 120.0 120.0. 81'.6 117.6 - 120.0 111.4 120.0 120.0 71.4 102.9 120.0 99.0 120.0 120.0 63.5 91.4 120.0 89.1 120.0 120.0 57.1 82.3 114.3 81.0 120.0 120.0 51.9 74.8 103.9 74.3 120.0 120.0 47.6 68.6 95.2 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 50-5/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 107.3 120.0 120.0 120.0 120.0 120.0 94.8 120.0 120.0 119.9 120.0 120.0 76.9 110.7 120.0 105.7 120.0 120.0 67.7 97.5 120.0 92.4 120.0 120.0 59.3 85.3 118.5 82.2 120.0 120.0 52.7 75.9 105.3 74.0 120.0 120.0 47.4 68.3 94.8 67.2 117.2 120.0 43.1 62.1 86.2 61.6 107.5 120.0 39.5 56.9 79.0 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 63" 120.0 120.0 120.0 119.5 120.0 120.0 120.0 120.0 120.0 86.3 120.0 120.0 118.9 120.0 120.0 76.2 109.7 120.0 96.4 120.0 120.0 61.8 89.0 120.0 84.9 120.0 120.0 54.4 78.4 108.8 74.3 120.0 120.0 47.6 68.6 95.2 66.0 115.1 120.0 42.3 61.0 84.7 59.4 103.6 120.0 38.1 54.9 76.2 54.0 94.2 120.0 34.6 49.9 69.3 49.5 86.3 120.0 31.7 45.7 63.5 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a B4b 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 74-1/4" 120.0 120.0 120.0 101.4 120.0 120.0 114.2 120.0 120.0 73.2 105.4 120.0 100.8 120.0 120.0 64.6 93.1 120.0 81.8 120.0 120.0 52.4 75.5 104.8 72.0 120.0 120.0 46.2 66.5 92.4 63.0 109.9 120.0 40.4 58.2 80.8 56.0 97.7 120.0 35.9 51.7 71.8 50.4 87.9 120.0 32.3 46.5 64.6 45.8 79.9 119.9 29.4 42.3 58.8 42.0 73.3 109.9 26.9 38.8 53.9 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 84" 120.0 120.0 120.0 89.6 120.0 120.0 100.9 120.0 120.0 64.7 93.2 120.0 89.1 120.0 120.0 57.1 82.3 114.3 72.3 120.0 120.0 46.3 66.7 92.7 63.7 111.0 120.0 40.8 58.8 81.6 55.7 97.1 120.0 35.7 51.4 71.4 49.5 86.3 120.0 31.7 45.7 63.5 44.6 77.7 116.6 28.6 41.1 57.1 40.5 70.6 106.0 26.0 37.4 51.9 37.1 64.8 97.1 23.8 34.3 47.6 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 96" 120.0 120.0 120.0 78.4 112.9 120.0 88.3 120.0 120.0 56.6 81.5 113.2 78.0 120.0 120.0 50.0 72.0 100.0 63.2 110.3 120.0 40.5 58.4 81.1 55.7 97.1 120.0 35.7 51.4 71.4 48.8 85.0 120.0 31.3 45.0 62.5 43.3 75.6 113.3 27.8 40.0 55.6 39.0 68.0 102.0 25.0 36.0 50.0 35.5 61.8 92.7 22.7 32.7 45.5 32.5 56.7 85.0 20.8 30.0 41.7 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 108" 108.8 120.0 120.0 69.7 100.4 120.0 78.5 120.0 120.0 50.3 72.5 100.6 69.3 120.0 120.0 44.4 64.0 88.9 56.2 98.0 120.0 36.0 51.9 72.1 49.5 86.3 120.0 31.7 45.7 63.5 43.3 75.6 113.3 27.8 40.0 55.6 38.5 67.2 100.7 24.7 35.6 49.4 34.7 60.4 90.7 22.2 32.0 44.4 31.5 54.9 82.4 20.2 29.1 40.4 28.9 50.4 75.6 - 26.7 37.0 ALL LOADS ARE EXT.(+)/INT.(-). NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS Approved as complyin8 with the I'Imirla I3uiidi -� � ie01 1)a.1c �- DESIGN LOAD CAPACITY - PSF 'WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 21.6 B2 B4a B4b 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 120" 97.9 120.0 120.0 62.7 90.4 120.0 70.6 120.0 120.0 45.3 65.2 90.6 62.4 108.8 120.0 40.0 57.6 80.0 50.6 88.2 120.0 32.4 46.7 64.9 44.6 77.7 116.6 28.6 41.1 57.1 39.0 68.0 102.0 25.0 36.0 50.0 34.7 60.4 90.7 22.2 32.0 44.4 31.2 54.4 81.6 20.0 28.8 40.0 28.4 49.5 74.2 - 26.2 36.4 26.0 45.3 68.0 - 24.0 33.3 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 132" 89.0 120.0 120.0 57.0 82.1 114.1 64.2 112.0 120.0 41.2 59.3 82.3 56.7 98.9 120.0 36.4 52.4 72.7 46.0 80.2 120.0 29.5 42.5 59.0 40.5 70.6 106.0 26.0 37.4 51.9 35.5 61.8 92.7 22.7 32.7 45.5 31.5 54.9 82.4 20.2 29.1 40.4 28.4 49.5 74.2 - 26.2 36.4 25.8 45.0 67.4 - 23.8 33.1 4 23.6 41.2 61.8 - 21.8 30.3 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 144" 81.6 120.0 120.0 52.3 75.3 104.6 ' 58.9 102.6 120.0 37.7 54.3 75.5 52.0 90.7 120.0 33.3 48.0 66.7 42.2 73.5 110.3 27.0 38.9 54.1 37.1 64.8 97.1 23.8 34.3 47.6 32.5 56.7 85.0 20.8 30.0 41.7 28.9 50.4 75.6 - 26.7 37.0 26.0 45.3 68.0 - 24.0 33.3 23.6 41.2 61.8 - 21.8 30.3 21.7 37.8 56.7 - 20.0 27.8 TYPICAL ANCHORS GLAZING PRODUCT w1 NOA1i c��ttt�_ Mla, a yili C.Ont I1y- VERTICAL MULLION GLAZING PRODUCT TYPICAL ANCHORS W2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MULLION .-� GLAZING _ .N. '7 PRODUCT �� N.N.3 Y �_ J GLAZING PRODUCT \ANCHOR ETAIL it GLAZING PRODUCT j TYPICAL ANCHORS MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) _ W1 + W2 2 Engr: JAVAD AHMAO CML FL.A. PE 1 70592 CAN. 3538 MULUON\M14-01ESW revisions 0 U co 0 .0 0 0 0 rn c 1 , drawing no. M14--01 (sheet 4 of 9 TYPICAL ANCHORS 2 PER CLIP (1 ON EACH WING) 1 S U 11 #14 SMS 1-3/4" 0.C. MIN. 4 PER CLIP ANCHORS TYPE `A2' TYPICAL ANCHORS 1 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 1-3/4" O.C. MIN. 2 PER ANGLE L``` n CONCI2ET\ OR M AL ST:UC • 2 X 2 X 1/8" ALUM ANGLE TYPICAL ANCHORS 4 PER CLIP (2 ON EACH WING) #14 SMS 1--3/4" 0.C. MIN. 4 PER CUP ANCHORS TYPE tA4' TYPICAL ANCHORS 2 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL 41\co'tR�t:rE� OR k M AL ST:UC •t1��.� #14 SMS 1-3/4" O.C. MIN. 2 PER ANGLE II II II II II II U U I I I 1 I 2 X 2 X 1/8" ALUM ANGLE Approved as complying with the -Florida Buildil 0 Co Dale 0 a• 1voaN' Mie g`Pp t-te Ey—_—v TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) CONCRETE 1-3/4" 2-1/2" 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) METAL 1/6" 3/4" CONCRETE = Pc = 3000 PSI MIN. METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. 1/8" MIN. THK. ALUMINUM (6063—T5 MIN.) ANCHORS MAY BE HEX OR FLAT HEAD. ALL CUPS AND ANGLES TO F1T SNUG INTO TUBE MULUONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI —RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. Engr: JAVAD AHMAD CIVIL FLA. PE / 70592 C.A.N... 3538 MAY2 3214 0 A 1 r • t a �Q a 8 • 1;5 re gi U 0 J • aL 7:: J •••1�•• • amo , . 11 ! • -„ -;2 ..� . • •} �••. •� �.� w. • • •41 •.¢i•V �00•••• •� 1u � r� • • • • Z• 3 J O �_J v• U�LiI J byldescription date: 05— t 9-14 M D L drawing no. M 14--01 sheet 5 of 9 TYPICAL ANCHORS 6 PER CLIP (3 ON EACH WING) aN R LEA S 'U IUR # 14 SMS 1-3/4" O.C. MIN. 6 PER CUP ANCHORS TYPE `A6' TYPICAL ANCHORS 3 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1-3/4" O.C. MIN. 3 PER ANGLE AL STU TU • E \,0,4T\ p�p 2 X 2 X 1/8" ALUM ANGLE Approved as eoloplying vekliike Flwidn Mkt' Ia Dale /4 Nt?Ai! Miami-W(1y io • • •i ••� TYPICAL ANCHORS: , ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) CONCRETE 1-3/4" 2-1/2" ! 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) METAL 1/8" 3/4" CONCRETE = f'c = 3000 PSI MIN. METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. 1/8" MIN. THK. ALUMINUM (6063—T5 MIN.) ANCHORS MAY BE HEX OR FIAT HEAD. All CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULUONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI —RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 MAY 2 '... 2014 oi • • • • MULLION\M 14-01 ESW J revisions: 0 a 0 a� >, .0 0 0 in 0 YI u drawing no. M14-01 (sheet 6 of 9 TYPICAL ANCHORS 2 PER CLIP (1 ON EACH WING) Q W1R UR Z #14 SMS 1-3/4" O.C. MIN. 4 PER CUP ANCHORS TYPE `B2' TYPICAL ANCHORS 1 PER ANGLE FLOATING CUP SNUG FTT INSIDE MULL #14 SMS 1-3/4" 0.C. MIN. 2 PER ANGLE LLE0 SIOCK OR W•r0 ST'UG 2 X 2 X 1/8" ALUM ANGLE TYPICAL ANCHORS 4 PER CLIP (2 ON EACH WING) \1111O RU "kU #14 SMS 1-3/4" 0.C. MIN. 4 PER CUP ANCHORS TYPE `B4a' TYPICAL ANCHORS 2 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1-3/4" 0.C. MIN. 2 PER ANGLE P1LL£0 6LOCK OR II`` WOAD ST'U A. 2X2X1/8" ALUM ANGLE Approved as complyin with tkc Florian ljuildi g Date i,10A8 NyM '1 TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ELCO' (Fu=177 KS1, Fy=155 KSI) MASONRY 1-3/4" 2-1/2" WOOD 1-1 /2" 1" WOOD = 28Y WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. MASONRY = C-90 HOLLOW/FILLED BLOCK f'm = 2000 PSI MIN. !BY OR 2BY WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FLAT HEAD. Engr. JAVAD AHMAD CML FLA. PE % 70592 C.A.N. 3538 14AA.2 3 20 4 (1341"u F a J cga I. o 8 I tip enf O• QQ g 1O affigE MUWON\M14-01 ES% (3 o J • to 1 ••..• 00 glai; :.. O/) +yy+.��ST •�•� } W U- ••,•44 in ��•• •• .ta •M 75 • • 3•Z5 y • J 0 ,4.8 < W 0,� : description .0 a) 4, 0 n 0 date; OS-19-14 t a V drawing no. M14-01 sheet 7 of 9 TYPICAL ANCHORS 4 PER CUP (2 ON EACH WING) F 0 S( • D tR 6TUR #14 SMS 1-3/4" O.C. MIN. 6 PER CUP ANCHORS TYPE `B4b' TYPICAL ANCHORS 2 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 1-3/4" 0.C. MIN. 3 PER ANGLE '1RtD�LC\ 1 Olt `' OD STU lamoommi 2 X 2 X 1/8" ALUM ANGLE Approved as complyks wititite Florida Bui1d. Dale NOAHMi TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ELCO' (Fu=177 KSI, Fy=155 K51) MASONRY 1-3/4" 2-1/2" WOOD 1-1/2" 1" WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. MASONRY = C-90 HOLLOW/FILLED BLOCK f'm = 2000 PSI MIN. IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FIAT HEAD. Engr: JAVAD AHMJD FLA. PE 1 70592 C.A.N. 3538 J Z P. N$ Q M i re u o f "° a e• xQ o orog • MidottilsW 0 z O J D • • • • •••; • •4aim •r•g1 • op_ • z J Q J U 0 J • ••••Vb o [n • • • Ln Id •M w �. 1— i'O �ss-••rn rn Q On•tcni ijelr o �I Ls1 rnm cn 0 y t_ y I description 0 dap+ b 0 C ( 0 ti a Y U • drawing no. M14-01 (sheet 8 of 9 ) #14 SMS SEE CHART FOR QUANTITIES #14 FH SMS 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION 1 . TUBE MULLION TUBE MULLION #14 FH SMS 1-1/2" O.C. MIN. SEE CHART FOR QUANTITIES #14 FH SMS 2 PER CUP 1" O.C. MIN. 1--3/4" X 2" X 1/8" (FOR 28Y TUBE) 3/4" X 2" X 1/8" FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL 11 METAL TO METAL CONNECTION #14 SMS SUBSTRATE Ed. = MIN. EDGE DIST. MIN. CL TO CL SPACING ALUMINUM 5/8" 1/2" ANCHOR CHART NO. OF SCREWS TYPE A2 2 TYPE A4 3 TYPE A6 4 Approved al complyiug N` I Iia Florida OweNOA_ � Mi i Engr: JA/AD r1HMAD CIVIL RA. PE: # 70592 C.A.N. 3538 7014 J z ti N u g 1. o 0 re u. O }U 08 oial8 o c• fus in • • • • •.•. I • ••..I•: ••••• ••.• w ID •• ••I_ •.•• • • • ••• •z revisions c r MULLION\M 14-01 ESW U • rn _I. • • • • (n. + aODa W • M • ( fQ.. ,. r) 2 O o "I) 41 ©T .I Z •••* O '4-J r-a W rnM J 0 a 1 U a 0 a) a v I 0 M c drawing no. M14-01 (sheet 9 of 9 ECO—GUARD SERIES-500 ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING ' MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ), WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE' IS USED IN. DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. z m cc 0 it 1/8" HEAT STREN'D. GLASS .090" Interlayer DuPont Butocite PVB By 'Kuraroy America, Inc.' 1/8" HEAT STREN'D. GLASS SILCONE DOW CORNING 899 GLASS TYPE 'A' z m m MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN OR SMALLER) .- 75.0 PSF 1/8" TEMP. GLASS 0 3/8" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer DuPont Butocite PVB By 'Kuraray America, Inc.' -1/8- HEAT STREN'0. GLASS SILICONE DOW CORNING 899 GLASS TYPE 'AA' AT /4 POINTS ALL SIZES SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS z m 0 w FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 37" WINDOW WIDTH 35" VENT WIDTH 29 3/8" D.L. OPG, n II \ • II \ II 2 In mm w z '0 0 0 12" MAX. HEAD SILL TYPICAL ELEVATION 3/16" HEAT STREN'D. GLASS .090" Interlayer DuPont Butocite PVB By 'Kuraray Americo, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GLASS TYPE m m 2 7" MAX. HEAD/SILL CORNERS PRODUCT REVISED as complying with the Florida Building Code Acceptance No itution Date —yriCo By 4#'4 . /.,t '; , Product Como. NO GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 6 POINT LOCK LOCKING POINTS SEE CHART • • •• ••. .•• WDW. HEIGHT UPTO EE OF. KEEPEas AT SAS1j 26" 2 38-3/8" -.-. 3 50-5/8" • 4 • 63" 5 76" 6 • •• Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 CA.N.I 3538 JUIif 2 3 2015 1' V J 0 0 W 0 3 J Q 1 a_ 0 O w w V) U • I U o J in J 1 in co U) - M lii • fq - >--w fn 11:- • in o lawn, ors � m • O d. .;--)6 W rnW.0 �rr ll J.1 C 0 0 0) 0 vz CO C ram+ 0 tn'D ✓ 0 C UPDATED To 2010 FSC • ••• • w m § ce 0 U w MANUF. ADDRESS REV. N h a 0 F? 0 m u 6 M N O 0 O W '1 Q�Q V \ Y m o u m u drawing no. W1 1-05 GLAZING OPTIONS sheet 1 of 6 WINDOW HEIGH EDGE DIST. a a 0 a EDGE GIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING SCREEN OPTION o d a. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCK 2 In x N EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE Fr MIAMI-DADE COUNTY APPROVED I MULLION & MULLION ANCHORS I SEE SEPARATE NOA I EDGE I DIST. 4 11 Ir71 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. EDGE DIST. 1BY WOOD BUCK . 4' 7 " • TIOICAL ANCHORS SEE ELEV. FOR SPACING J EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING D 0 0 0 0 0 TYPICAL ANCHORS: SEE ELEV_ FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1 /8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. O F- i Q2 re O OCC ap O• •1' ✓ O M ;M O a<a O • rn Q W T1 C9 J . '.. . . .. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS I'm = 2000 PSI MIN. PRODUCT REVISED as complying with the Florida Building Code .... . Acceptance N Expiruti.. Date 0771Z'. By c/t//t.._'.► 'vfiaml ) ade Product Co of 17 Engr: JAVAD AHMAD CML FLA. PE fi 70592 C.t 1. 3538 c 0 4) w • 0 0. 0 I N vA 0 0 U m 5 N O o 10 m 00 CO 0 a • • 0 0 r. N O cc W a a .Q 0 0 r) h 0 0 rn 0 m ri csi 0 CO 0 O W J n N 0 0 11 N .0 u) drawing no. W11--05 sheet 2 of 6 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING wF - wd METAL STRUCTURE SCREEN OPT. } 0 Etr- 1/4" MAX. SHIMS 18Y WOOD BUCK TYPICAL ANCHORS • SEE ELEV. • FOR SPACING EXTERIOR D.L. OPG. VENT WIDTH 42. WINDOW WIDTH 1 1/4" ° w O 0 w .O p MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH PRODUCT RRWSED as complying with the Florida Building Code 4 G ^ Acceptance No •61v VA •'uJ Gx irntion Date iece By Miami ode Pro uct Con 1/4" MAX. SHIM 28Y WOOD BUC Engr: JAVAO AHMAD CIVIL FLA. PE !Y 70592 C . N. 3538 J 3201 00 STRU URE TYPICAL ANCHORS SEE ELEV. FOR SPACING • • / •• •••J • • • 4 ••4 • .•4 • • • 4 • •. • • • 4 • • • •• C •> .-w : 0)) C 0 y 4- L 0 O. cn en 0 a K :I, • W A N O • 7 .• N 0 • T v 0 aN N M O O N ai ri N O 0 U W c ) N 0 S is Y ) drawing no. W11-05 Csheet 3 of 6 • •• • • • • • • •• • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE rr �� MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE L=_ TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 12 (111 w w J INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER PRODUCT REVISED as complying with the Florida Building Code Acceptance No 04 06•d.v piratlonDate reG " /2021 * •doPr uct Con roi Engr. JAVAD AHMAD CIVIL FLA. PE >i 70592 CA.M. 3538 MIN 23 2015 • • . Se ...1 4,004 •.. ..i 44064 ••.1 • • • 0 u. crk 0 1- • COMP -ANL\W11-05EC0 U J J ••• 0) C O N a) C O a 0 (A G) v •• • �•• i O z • In W •• a 0 0 N M 0 N 0 ri 0 O C m Id t U no. W1 1-05 Csheet 4 of 6 L39' .050 1.047 F� 38 GLAZING BEAD (7/16" LAM. GLASS) FRAME HEAD/SILL/JAMB 0 VENT .372 2.813 .896 2.688 15 FLUSH FRAME ADAPTER r--s-1- 519 0 GLAZING BEAD (5/16" LAM. GLASS) 1.750 1.750 .493 .493 14 CORNER KEY 0 GLAZING BEAD (INSUL. LAM. GLASS) 0 SNUBBER - FRAME f .803 .245 .7r0 � .120 1-1 �1 .720 SNUBBER - VENT ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E501 4 FRAME HEAD/SILL/JAMB 6063-T6 - 2 E502 4 VENT 6063-T6 - 3 FY108 AS READ. GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 3A E505 AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 38 FY109 AS REQD. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - 4 E508 AS REPO. SNUBBER - VENT, FULL LENGTH 6063-T6 - 4A E509 AS READ. SNUBBER - FRAME, FULL LENGTH 6063-T6 - 5 E506 • OPTIONAL SCREEN FRAME 6063-T5 - 7 #10 X 1-1/4" AS REQD. FRAME AND VENT ASSEMBLY SCREWS - H WH SMS 8 E203 AS REQD. BULB WEATHERSTRIPPING, DUROMETER 65 SANTOPRENE ULTRAFAB 9 E203 AS REQD. GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFAB 10 35.12.00.400 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, INSTALLED WITH (2) #10 X 5/8' SDS 11 13096.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH 12 - 6/ VENT KEEPER STEEL - 13 - 1/ VENT ROTO OPERATOR ZAMAK/STL.j TRUTH 14 PSJ40-SS 2/ CORNER FRAME/VENT CORNER KEY ST_ STEEL - 15 FY120 AS REQD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 16 - 3 ANTI SAG SKATE NYLON M&M PLASTICS 17 #10 X 1-1/4" 2/ SKATE FH SDS SKATE SCREWS - - 18 #8 X 3/4" AS REQD_ FH SM5 SNUBBER SCREWS - IN PAIRS 2" APART, PAIRS SPACED AT 7-3/4" 0.C. 19 - 2/ UTE SETTING BLOCK. 3/16' X 3/4" X 4" LONG EPDM DUROMETER 80J5 SHORE A 20 FLB-50 - GLASS SPACER - 1/8" HIGH SIUCONE FRANK LOWE 21 - - INSUL. GLASS EDGE SPACER ST. STEEL CARDINAL XL SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. LOCKS: MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489.00.0001 SPACED AT 12-3/4" 0.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 Xj5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES HINGES: 4 BAR ST/ST HINGES #35.12.00.400 BY `TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS OPERATOR: SINGLE ARM ROTO OPERATOR #52.13.012 BY `TRUTH' LOCATED AT SILL END FASTENED WITH (6) #10 X 1" P PH SMS OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) #10 X 1" P PH SMS ANTI —SAG SKATES: VINYL ANTI -SAG SKATES BY 'M&M PLASTICS' (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. PRODUCT REVISED as complying with the Florid& ��J/ Acceptance Code 5.0406 d O Acceptance No had, Date /zo2'.. de Product o rol Engr. JAVAD AHMAD CML FLA. PE N 70592 CAN. 3538 JUN 3 2015 • • • •••• • • • • • ••• • • • • • • • • • •• • • • • • • • • • • •• le" I 4G 2W O o• n cgo O d Q p O *3 egro J U' M Q 4612 a 0 0 w 0 J z 0 0 r•. • • N C 0 0 0. 0 m cr d • •• • U • 1 • • N 0 r 0 7 .O 0 N 0 N 0 0 co N 0 0 c m 0 W N 0 O x Y L L l __ J V J C ) t drawing no. 0 W11--05 sheet 5 of 6 VENT CORNER PRODUCT REVISED as complying Florida iing with tha Flor Building o N 45.. 06,1 • Acceptance No iration Date /ZiVZ FRAME CORNER Engr. JAVAD AHMAD CML FLA. PE # 70592 CAN. 38 2g2015 • . • • 00 FAX, (305) 262-6978 0 w tat to 0 J z a 0 0 L i M 3 in M •: >- w (/) co. CD .• • sz 1— O.o1 .a IS Or-- ' Z 4m .o � •• LU Mil pn �} J v .O .—�I n • • • . • I W t}l2 ± •••.♦. • • • 1 .• • • • O N N J -J N 0 rn Ln 0 m 0 M C O U co ) "O W u z A U O z • •• • •• W 0 O •• •+ NI0 r • • N tal U • N O 2 .0 o.O n N n 0 0 to of N 0 O C m U 0 N N N a s: 12 Y drawing no. W11-05 (sheet 6 of 6 5 • • • • • • • • • • . • • • • • z THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 800 ALUMINUM OUTFOLDING BI—FOLD DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. DOORS WITH STANDARD BOTTOM TRACK (SIW802) APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH LOW PROFILE BOTTOM TRACK (S1W804) NOT APPROVED FOR WATER RESISTANCE. l 3/16" HEAT STREN'D GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 3/16"' HEAT STREN'D GLASS GLAZING DETAIL 7/16" OVERALL LAM. GLASS SILICONE DOW 995 CARDINAL XL EDGE SPACER ST. STEEL 3/16" TEMP. GLASS 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' —3/16" HEAT STREN'D GLASS GLAZING DETAIL 1" OVERALL INSUL. LAM. GLASS Approved is complying with tilt FloridaRuildiigCodc Date it/C. _ l S NO A m •/3 Miami ih k in h $ Coned By ii1 t•L"1h NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. Engr. JAVAO AHMAO CML FLA. PE # 70592 C.A.N. 3538 6NR SILICONE DOW 995 m ci O> 4 cV N O yr .: 3 La.•• Z (n G • 5gz �[°'i O o_ 4 a`° �••• WL31-. N 0 N 5 L c 0 0 N o0 v 2 ce 0. NO CHANGE THIS SHEET 0 0 0 0) N Lc; O N to O 0 c m U c 0 u a a ci drawing no. W14-18 (sheet 1 of 15 12 3/16" MAX. 243 5/8" (MAX.) 000R FRAME WIDTH (WITH STD. PANEL STILES) 4" MAX. HEAD/SILL CORNERS ANCHORS AT HEAD STILE ENDS CLUSTER OF 6 OR 8 AT 4" 0.C. SEE CHART ON SHEET 8 12" MAX. HEAD 1-- .� 11 S7 II II II ---J1---- II \ S4 \ \ \ \ \\ S7 / / / / PANEL HEIGHT (WITH STD. STILES) 94" — 'i 0 @ '%/ 26 I I ® 9 // 9 \1.1 \ \- \ //, / \ 9— — o _ — it 9 II n II IV 11 Tt 0,/ 9 // / H _ // 9 / / / / // \ \ \ \ \ \ \\ 26 ® S7 / / / / / // et in 6_.; // // // / e 1 li 11 II �i 6 S7 4 SURFACE APPLIED FALSE MUNTINS MAY BE USED 30 1/4" D.L. OPG. PANEL WIDTH (W/ STD. STILES) 30 1/4" D.L. OPG. P 30 1 /4" D.L. OPG. 40" MAX. PANEL WIDTH (W/ STD. STILES) ANCHOR TYPE `A' INTO CONCRETE AT 4" FROM ENDS AND 12" O.C. < 12" MAX. SILL ANCHORS TYPE A INTO CONC. AT SILL STILE ENDS CLUSTER OF 4 AT 4" 0.C. PANEL SIZE; NOM. PANEL WIDTH = (DOOR FRAME WIDTH - 3.625")/6 PANEL HEIGHT = DOOR FRAME HEIGHT - 4.188" DAYLITE OPENINGS; DLO WIDTH = NOM. PANEL WIDTH - 9.750" DLO HEIGHT = PANEL HEIGHT - 14" TYPICAL ELEVATION PANELS TESTED CONFIGURATION) 8I-FOLD DOOR WITH OUT -SWING LEAFS STANDARD PANEL STILES AND STANDARD BOTTOM TRACK SIX PANEL DOOR CONFIGURATION WITH FOLDING AND SWING PANELS SHOWN. DOOR MAY HAVE 9 OR 10 PANELS AS SHOWN ON CHARTS ON SHEET 8 USING THE STILE CONFIGURATIONS SHOWN HEREIN. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC- 2 1 9 EXTERIOR INTERIOR HINGES HINGES, - Approved es eornplyiuq with the FIoriau Code • Date Miauu Dq a F sit CaAral • . _ t By st- Q 0 0 c) 2 — J • • _d •• 1 • • • • • STANDARD PANEL STILES. -w/ STD. BOTTOM TRACK MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR LEAF SIZE SHOWN OR SMALLER) - 70.0 PSF AS PERMITTED BY FBC REQUIREMENTS Engr: JAVAD AHMAD CIVIL FLA. P # 70592 CA. :1, 3538 MAR 2015 • •� • •• C> C ••) c 0 N L c 0 a N 0 REV. PER RER COMMENTS .0 0) 0 0 r lV uC O 0 U i 0 ii v Ole: 1 /2"-W-0 .o drawing no. W14-18 (sheet 2 of 15 M 243 5/8" (MAX) 4" MAX. HEAD/SILL CORNERS W O a 0 Q v SURFACE APPLIED FALSE MUNTINS MAY BE USED II n 30 1/4" D.L. OPG. 40" MAX. PANEL WIDTH (W/ STD. STILES) a- 30 1/4" D.L. OPG. DOOR FRAME WIDTH (WITH STD. PANEL STILES) 30 1/4" D.L. OPG. 40" MAX. PANEL WIDTH (W/ STD. STILES) / ANCHORS AT HEAD STILE ENDS CLUSTER OF 6 OR 8 AT 4" 0.C. SEE CHART ON SHEET 8 / ANCHOR TYPE `A` INTO CONCRETE AT 4" FROM ENDS AND 12" 0.C. 12" MAX. HEAD G ` ~ 12" MAX. SILL ANCHORS TYPE A INTO CONC. AT SILL STILE ENDS CLUSTER OF 4 AT 4" 0.C. fr N i i. PANEL SIZE; NOM. PANEL WIDTH = (000R FRAME WIDTH - 3.625")/6 PANEL HEIGHT = DOOR FRAME HEIGHT - 3.375" DAYLITE OPENINGS; DLO WIDTH = NOM. PANEL WIDTH - 9.750' 0L0 HEIGHT = PANEL HEIGHT - 14" TYPICAL ELEVATION (6 PANELS CONFIGURATION) BI-FOLD DOOR WITH OUT -SWING LEAFS STANDARD PANEL STILES AND LOW PROFILE BOTTOM TRACK SIX PANEL DOOR CONFIGURATION WITH FOLDING AND SWING PANELS SHOWN. DOOR MAY HAVE 9 OR 10 PANELS AS SHOWN ON CHARTS ON SHEET 8 USING THE STILE CONFIGURATIONS SHOWN HEREIN. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEM ENT DCA05-DEC- 219 m Lg t4. '0 0 EXTERIOR INTERIOR HINGES HINGES evV Z o H w g a O d 0 re N O � 1- vc OrowM O Qaa O ot� Nana 0 eou 8 ••� •• • • • • •• • • • • • • •• Approved as cou)plyiu8 with the Florida BuiArri { 04 Date z NOAptij%,. . Miami De& Phidr•ct t?ontrol liy ;f4/74r / • STANDARD PANEL STILES -W/ LOW PROFILE BOTTOM TRACK MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR LEAF SIZE SHOWN OR SMALLER) — 70.0 PSF AS PERIATTTED BY FBC REQUIREMENTS * NOT APPROVED FOR WATER RESISTANCE. Engr: JAVAD AHMAO CIVIL FLA. PE 1 70592 C.A.N. 3538 6 Z015 ) • co S) c N Q) c 0 a 0 0) a) A U Ei 0. a W a D G) 0 tO lV ui s v) a 0 U ( 0 d 0 v 0 1.4 i drawing no. W14-18 sheet 3 of 15 0 0 0 d= 219 5/8" (MAX.) FRAME WIDTH (WITH NARROW PANEL STILES) 4" MAX. HEAD/SILL CORNERS ANCHORS AT HEAD STILE ENDS CLUSTER OF 6 OR 8 AT 4" 0.C. SEE CHART ON SHEET 8 1 —_I - lfll-_ S� 7 / \\ m \ PANEL HEIGHT (WITH NARROW STILES) 86" D.L. OPG. • I I 11117111— ND �� I 3 �j \ \ ® % / / / / / < / / % ® \ \ \ \ \ r)) I I i /i 1i 1` 81 . 0 o S7 T_ --, D.L. OPG. D.L. OPC. 36" MAX. 36" MAX. PANEL WIDTH PANEL WIDTH (W/ NARROW STILES) (W NARROW STILES) PANEL SIZE; NOM. PANEL WIDTH = (DOOR FRAME WIDTH - 3.625")/6 PANEL HEIGHT = 000R FRAME HEIGHT - 4.188" DAYLITE OPENINGS. DLO WIDTH = NOM. PANEL WIDTH - 6.000" DLO HEIGHT = PANEL HEIGHT - 10" O.L. OPG. ANCHOR TYPE 'A' INTO CONCRETE AT 4" FROM ENDS AND 12" 0.C. TYPICAL ELEVATION (6 PANELS CONFIGURATION) BI-FOLD DOOR WITH OUT -WING LEAFS NARROW PANEL STILES AND STANDARD BOTTOM TRACK -12-"-MAX- 2" MAX. SILL ANCHORS TYPE A INTO CONC. AT SILL STILE ENDS CLUSTER OF 4 AT 4" O.C. SIX PANEL DOOR CONFIGURATION WITH FOLDING AND SWING PANELS SHOWN. DOOR MAY HAVE 9 OR 10 PANELS AS SHOWN ON CHARTS ON SHEET 8 USING THE STILE CONFIGURATIONS SHOWN HEREIN. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5—DEC-219 2 i'1 EXTERIOR HINGES INTERIOR HINGES Approved as Florida Date NOAN Miami Dade By k/(4; ,c • 03 ntrol i c .•.t° •• • •• •• ••.1 • 4 • • •• NARROW PANEL STILES -W/ STD. BOTTOM TRACK MAXIMUM DESIGN LOAD RATING = + 60.0 PSF (FOR LEAF SIZE SHOWN OR SMALLER) — 60.0 PSF AS PERMITTED BY FBC REQUIREMENTS Engr: JAVAD AHMAO CML FLA. PE / 70592 CA.N. 3538 J 0 CI c3 OE •L • • 'CO •I c 0 'fll .> d 8 0 0 N N •• ) T 4) 0 lV U3 O N N 0 0 Q m a 0 a 0 1 0 t3 drawing no. W14-18 (sheet 4 of 15 4" MAX. HEAD/SILL CORNERS (0 30" D.L. OPG. D.L. OPG. 36" MAX. 36" MAX. PANEL WIDTH PANEL WIDTH (W/ NARROW STILES) (W/ NARROW STILES) 219 5/8" (MAX.) FRAME WIDTH (WITH NARROW PANEL STILES) D.L. OPG. ANCHORS AT HEAD STILE ENDS CLUSTER OF 6 OR 8 AT 4" 0.C. SEE CHART ON SHEET 8 ANCHOR TYPE 'A' INTO CONCRETE AT 4" FROM ENDS AND 12" O.C. • i/ ® t-12-"- MAX. SILL G1 ANCHORS TYPE A INTO CONC. AT SILL STILE ENDS CLUSTER OF 4 AT 4" 0.C. PANEL SIZE' NOM. PANEL WIDTH = (DOOR FRAME WIDTH - 3.625")/6 PANEL HEIGHT = DOOR FRAME HEIGHT - 3.375" DAYLITE OPENINGS: DLO WIDTH = NOM. PANEL WIDTH - 6.000" DLO HEIGHT = PANEL HEIGHT - 10" TYPICAL ELEVATION (6 PANELS CONFIGURATION) BI-FOLD DOOR WITH OUT -SWING LEAFS NARROW PANEL STILES AND LOW PROFILE BOTTOM TRACK SIX PANEL DOOR CONFIGURATION WITH FOLDING AND SWING PANELS SHOWN. DOOR MAY HAVE 9 OR 10 PANELS AS SHOWN ON CHARTS ON SHEET 8 USING THE STILE CONFIGURATIONS SHOWN HEREIN. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5—DEC-219 EXTERIOR HINGES • 0 • 0 INTERIOR HINGES Approved as complying with the Florida lite ing Date / 2 NOA# •/ ?3• Miami Dade Product Control By tlA e+za r' • C,� ryl +o • •••: ore • •• •• • 00041 • • • • • •• NARROW PANEL STILES —W/ LOW PROFILE BOTTOM TRACK MAXIMUM DESIGN LOAD RATING = + 60.0 PSF (FOR LEAF SIZE SHOWN OR SMALLER) — 60.0 PSF AS PERMITTED 8Y FBC REQUIREMENTS * NOT APPROVED FOR WATER RESISTANCE. Engr: JAVAD AHMAD CML FLA. PE 1 70592 C.A.N. 538 6 2015 0 0 0 cn •0 m •9 •5 ..) •0 0 •1 .in C 0 .N .5 0 N t0 m v J cV N —1 0 GO ro A•T o Z cn • Q o• U (Po• c 0 a 0 N 0 0 0 0 Q_ 0. Q a yW Zi • • •• z 0 0 0 0. Q ,D 0 t0 N N 0 N 0 0 c 0 0 0 0 r c c 3 drowing no. W14-18 (sheet 5 of 15) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EXTERIOR .I: FL- nrrc FINISHES ; .• a BY OTHERS 0 2, (L O 1• 0 z it m 0 3 KSI FAIL` °O'a.' '. ANCHOR TYPE 'A' EDGE OIST. SEE ELEV. FOR SPACING STD. BOTTOM TRACK CONCRETE* 3 KSI>:MIN: ................ 0 POURED Sc HARDENED HIGH STRENGTH GROUT CO f'c = 5000 PSI MIN. NOT BY S.I.W. MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SOLID SHIMS OPTIONAL TO GROUT) APPR'D FOR WATER RESISTANCE 03 L7 0 (i() OPTIONAL ('d I- I'd V) _ 6 a_ O J II 4 cio CONCRETE SUBSTRATE TO BE RECESSED AS SHOWN BEFORE LOW TRACK INSTALLATION a° CONCRETE ° 3 KS+V• EDGE DIST. LOW PROFILE BOTTOM TRACK NOT APPR'D FOR WATER RESISTANCE ANCHOR TYPE 'A' SEE ELEV. FOR SPACING VERTICAL SECTION DOORS WITH STANDARD STILES PANEL WITH STD. STILES LIMIT SEE Dp IN SHEETS 2 & 3 Approved as complying with the Florida Date NOA# • ; 3 Miami Product Control i Engr: JAVAO AFIMAD CIVIL FLA. PE 70592 CAN. 3538 0) co ZJ a. • • •• ) CC 0 •c •.•4 .� . • . •. • 1 • 04:• •Q • •o • 1 w • • • I • • •( > iri 0 N ., 0) • w U 0 0. U (0 •0 Q) 0 to N N 1G O h 0 U 0 dr. by: TARIQ D u ) drawing no. Lw14-18 (sheet 6 of 15) EXTERIOR FINISHES BY OTHERS OGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING CONCRETE ° • `:3IKSI.'MIN! 100 3/16" MAX. _0 w 5 r .' 0 a 0 R 11 11 as CbgggcRETE • .3 • KSI MINI • °° o: •• Iv EDGE DIST. POURED & HARDENED HIGH STRENGTH GROUT f'c = 5000 PSI MIN. NOT BY S.I.W. MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SOLID SHIMS OPTIONAL TO GROUT) • ANCHOR TYPE 'A' SEE ELEV. FOR SPACING STD. BOTTOM TRACK APPR'D FOR WATER RESISTANCE tri 0) 0) 1- 0 t- 0 CC Q 0 00 a O J F_ CONCRETE SUBSTRATE TO BE RECESSED AS SHOWN BEFORE LOW TRACK INSTALLATION EXTERIOR OPTIONAL ti 1{ t2 0 J I1 11 CONCRETE ° •3 KSI•%AIN. • EDGE DIST. • ANCHOR TYPE 'A' SEE ELEV. FOR SPACING LOW PROFILE BOTTOM _TRACK NOT APPR'D FOR WATER RESISTANCE VERTICAL SECTION DOORS WITH NARROW STILES PANEL WITH NARROW STILES LIMIT SEE Dp IN SHEETS 4 & 5 Approved as complying with the Florida B ' Cob Date ,Aw NOAH 41--6'/i!9`/ Miami Dade Produc! Dontml By / 4 fr /144 B En9r: JAVAD AHMAD CML RA. PE {f 70592 CAM. 3538 6 21115 COMP-ANL\W14-18SIW 0 o et p • V • 0 M o w tq 0 O o. o .0 ce 0 1L z N ' M a:, g et 61z • • •• • • • . • • • ; ••• • ••• .••• • •• • ••.• • • • • • • •• MG 931LirOLD DOOR J C N c 0 0) 5) •• ) O 0 to 4) -0 z 0 a a •0 0 N_ to 0 N t0 0 0 c m U a 0 3 a •00 drawing no. W14-18 (sheet 7 of 15 :EDGE • DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING °• CONCRETE' •_ 3 •KSl, M N. • £DGE DIST. 8 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING :CONCRETE. a3 • KSI. MIN. PROPERLY SECURED 1BY WOOD BUCK (SEE NOTE SHEET 1) J Z 0 0 zQ Z Uy a� HEAD ANCHORS LOAD CAPACITY - ?SF (PANELS W/ STD. STILES) ANCHOR TYPE ANCHOR TYPE 'A' ANCHOR TYPE 'B' ANCHOR TYPE 'B1' ANCHOR `C' PANEL WIDTH INCHES 24 28 32 36 40 DOOR FRAME HEIGHT INCHES 84 MAXIMUM NUMBER OF PANELS ALLOWED 10 8 ANCHORS AT MTG. STILE ENDS 8 ANCHORS AT CMG STILE ENDS 8 ANCHORS AT 117G. STILE ENDS 8 ANCHORS AT 11TG. STHE ENDS 8 ANCHORS AT MTG. STILE ENDS 8 ANCHORS AT 11TG. STILE ENDS 8 ANCHORS AT UTG. STILE ENDS EXT. (+) INT. (-) 70.0 EXT. (+) INT. (-) 70.0 EXT. (+) TNT. (-) 70.0 EXT. (+) INT. (-) 70.0 EXT. (+) INT. (-) 70.0 EXT. (+) INT. (-) 70.0 EXr. (+) TNT. (-) 70.0 10 70.0 70.0 66.0 70.0 70.0 70.0 70.0 10 70.0 70.0 57.0 70.0 70.0 70.0 70.0 10 70.0 70.0 51.0 69.0 63.0 70.0 70.0 10 70.0 70.0 45.0 62.0 57.0 70.0 70.0 24 28 32 36 40 98 10 70.0 70.0 66.0 70.0 70.0 70.0 70.0 10 70.0 70.0 56.0 70.0 70.0 70.0 70.0 10 70.0 70.0 49.0 66.0 61.0 70.0 70.0 10 68.0 70.0 43.0 58.0 54.0 70.0 70.0 10 61.0 70.0 38.0 52.0 48.0 65.0 70.0 24 28 32 36 40 108 10 70.0 70.0 60.0 70.0 70.0 70.0 70.0 10 70.0 70.0 51.0 69.0 63.0 70.0 70.0 10 70.0 70.0 44.0 60.0 55.0 70.0 70.0 10 62.0 70.0 39.0 53.0 49.0 66.0 70.0 9 55.0 70.0 34.0 47.0 44.0 59.0 70.0 24 28 32 36 40 112-3/16 10 70.0 70.0 57.0 70.0 70.0 70.0 70.0 10 70.0 70.0 49.0 66.0 61.0 70.0 70.0 10 67.0 70.0 42.0 57.0 53.0 70.0 70.0 10 59.0 70.0 37.0 51.0 47.0 63.0 70.0 9 53.0 70.0 33.0 45.0 42.0 57.0 70.0 HEAD ANCHORS LOAD CAPACITY - PSI? (PANELS W/ NARROW STILES) ANCHOR TYPE ANCHOR 'A' ANCHOR TYPE 'B' ANCHOR TYPE '111' ANCHOR 'C' PANEL WIDTH INCHES DOOR FRAME HEIGHT INCHES MAXIMUM NUMBER OF PANELS ALLOWED 8 ANCHORS AT MTG. STILE ENDS 8 ANCHORS AT MTG. STILEENDS 8 ANCHORS AT UTG, STILE ENDS 8 ANCHORS AT WIG. STILE ENDS 8 ANCHORS AT MTG. STILE ENDS 8 ANCHORS AT UTG. SLUE ENDS EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 24 28 32 36 84 10 60.0 60.0 60.0 60.0 60.0 60.0 10 60.0 60.0 60.0 60.0 60.0 60.0 10 60.0 57.0 60.0 60.0 60.0 60.0 10 60.0 51.0 60.0 60.0 60.0 60.0 24 28 32 36 98 10 60.0 60.0 60.0 60.0 60.0 60.0 10 60.0 56.0 60.0 60.0 60.0 60.0 10 60.0 49.0 60.0 60.0 60.0 60.0 9 60.0 43.0 58.0 54.0 60.0 60.0 24 28 32 36 100-3/16 10 60.0 60.0 60.0 60.0 60.0 60.0 10 60.0 55.0 60.0 60.0 60.0 60.0 10 60.0 48.0 60.0 60.0 60.0 60.0 9 60.0 42.0 56.0 53.0 60.0 60.0 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 10:100I TRUCTURE N•pou n EDGE X DIST TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE (SEE SPEC BELOW) EDGE DIST.{ Mill• ra TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) MIN. LENGTH = 3-1/4" DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE 'B'- #14 SMS (GRADE 2 CRS) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) TYPE `B1'- #14 SMS (GRADE 2 CRS) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD (HEAD) TYPE 'C'- Approved as comp with the Florida ui��lc8 Date NOAH u -Er Miami Dade Product trot J L By, / I 1'S/TA1irk"' • • • •• ••. • •.. •••• • •• • .••• • • • • • • .. 1/4" DIA, HILTI KWIK-FLEX SELF DRILLING SCREWS (Fu=120 KSI, Fy=90 KSI) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/4") INTO METAL STRUCTURES (HEAD/JAMBS) STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1 /4" THK. MIN. (6063-T5 MIN.) (HEAD) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PS! MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY SIW WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. NOTE: FOR DOOR CAPACITY WITH STD. STILES SEE SHEETS 2 & 3 FOR DOOR CAPACITY WITH NARROW STILES SEE SHEETS 4 & 5 FOR ANCHOR CAPCITY SEE CHART ABOVE LOWER VALUES FROM DOOR CAPACITY OR ANCHOR CAPACITY CHART WILL APPLY TO ENTIRE SYSTEM. Engr: JAVAD AHMAD CML FLA. PE # 70592 C.A.N. 3538 V� i c 0 0 co N L. c a, 0 y v REV. PER RER COMMENTS PER RER COMMENTS 0 0 N 10 0 h 0 a 0 a 0 ,' u Ss •clJ u drawing no. W14-18 (sheet 8 of 15 TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 EXTERIOR FINISHES BY OTHERS 1 /2" MAX. LOAD BEARING SHIM ANCHOR TYPE A ONLY TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/4" MAX. LOAD BEARING SHIM 5/16" PANEL Y/IDTH EXTERIOR MAX. DOOR FRAME WIDTH (WITH STD. STILES) FOR 6 PANEL CONFIGURATION SEE SHEETS 2 AND 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" MAX. LOAD BEARING SHIM 1 /8" TYP. PANEL WIDTH PANEL WIDTH MAX. DOOR FRAME WIDTH (WITH STD. STILES) Approved as complying with lhh Florida Iluilfdi ig Hate : ?•, NO Miami control Dy PANEL WIDTH HORIZONTAL SECTION DOORS SMITH STD. STILES EXTERIOR Engr. JAVAD AHMAD CML FLA. PE fi 70592 CAN. 3538 TYPICAL ANCHORS SEE ELEV. o FOR SPACING • •9 • • b PROPERLY SECURED •• •` 1BY WOOD BUCK (SEE NOTE SHEET 1) V ••••-• •••• 0 • ••••. • • J -t • •Q • r O ^�••• •C) 5/16" EXTERIOR FINISHES BY OTHERS 1 /2" MAX. LOAD BEARING SHIM ANCHOR TYPE A ONLY drawing no. W14-18 sheet 9 of 15 TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR FINISHES - BY OTHERS 1/2" MAX. LOAD BEARING SHIM ANCHOR TYPE A ONLY 4D 1 Ir 5/16" PANEL WIDTH EXTERIOR MAX. DOOR FRAME WIDTH WITH NARROW STILES FOR 6 PANEL CONFIGURATION SEE SHEETS 4 AND 5 1/8" TYP. PANEL WIDTH 5/8" PANEL WIDTH MAX. DOOR FRAME WIDTH EXTERIOR PANEL WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING PROPERLY SECURED 0 (SEE NOTE SHEET 1) 1BY WOOD BUCK Ca. WITH NARROW STILES Approved as complying with the Florida f3tgn'gde- r Z d Date '�r NOA# h(-- >'r fi r/R Miami D* , Pr e e uct a ntrol ,i 1 By .44 HORIZONTAL SECTION DOORS WITH NARROW STILES EXTERIOR FINISHES BY OTHERS 1/2" MAX. LOAD BEARING SHIM ANCHOR TYPE A ONLY Engr: JAVAD AHMAD CML FLA. PE 170592 C.A. e . 538 6 2015 c in 0 N .' N rn N J N _VD .. . owed? )6 V 0 In Z tr) •e •ct_ a0m" LLJ • i P • REV. PER RER COMMENTS C3 0 N eo O O C m U 0 0 0 v ) droving no. W14-18 sheet 10 of 15 .• . 11, • • . .• • . . • ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 SIW801 1 TOP TRACK 6063-T6 SUPPLIER PER SIW SPEC. 2 SIW802 1 STD. BOTTOM TRACK 6063-T6 SUPPLIER PER SIW SPEC. 2A SIW804 1 LOW PROFILE BOTTOM TRACK 6063-T6 SUPPLIER PER SIW SPEC. .3 SIW803 2 FRAME JAMB 6063-T6 SUPPLIER PER SIW SPEC. 4 SIW805 2/ PANEL PANEL TOP RAIL (STD.) PANEL TOP & BOTTOM RAIL (NARROW) 6063-T6 SUPPLIER PER SIW SPEC. 4A SIW814 1 PANEL BOTTOM RAIL (STD.) 6063-T6 SUPPLIER PER SW/ SPEC. 5 SIW806 2/ PANEL PANEL STILE (STD.) 6063-T6 SUPPLIER PER SIW SPEC. 5A S1W813 2/ PANEL PANEL STILE (NARROW) 6063-T6 SUPPLIER PER SIW SPEC. 6 SIW807 AS REQD. PANEL ALIGNMENT CLIP 6063-T6 SUPPLIER PER SIW SPEC. 7 S1W808 AS REQD. SILL AND JAMB SNAP COVER 6063-T6 SUPPLIER PER SIW SPEC. 8 SIW809 1/ PANEL BOTTOM RAIL SWEEP ADAPTER 6063-T6 SUPPLIER PER SIW SPEC. 9 SIW810 1 BOTTOM TRACK LINER POLYPROPYLENE DUROMETER 62 SHORE D 10 SIW811 AS REQD. BULB W'STRIPPING SOFT PVC CENTRAL PLASTICS, DUROMETER 67±5 SHRE A 11 U2132 AS REQD. COMPRESSION W'STRIPPING Q-LON SUPPLIER PER SIP! SPEC. 12 SIW816 AS REQD. CHAIR RAIL 6063-T6 SUPPLIER PER SIW SPEC. 1.4 -SIW815-_ AS REQD. ASTRAGAL ADAPTER - - ` 6063--T6 SUPPLIER PER SIW SPEC...... 15 SIW512 AS REQD. INTERIOR GLASS STOP (LAM. GLASS) 6063-T6 SUPPLIER PER SIW SPEC. 15A SIW520 AS REQD. INTERIOR GLASS STOP (INSUL. LAM. GLASS) 6063-T6 SUPPLIER PER SIW SPEC. 16 SIW513 AS REQD. EXTERIOR GLASS STOP 6063-T6 SUPPLIER PER SIP! SPEC. 17 5530 AS REQD. INTERIOR GLAZING GASKET (DUROMETER 70±5) SANTOPRENE CENTRAL PLASTICS 18 5531 AS REQD. EXTERIOR GLAZING GASKET (DUROMETER 70±5) SANTOPRENE CENTRAL PLASTICS 19 1104-5601-9 AS REQD. W'STRIPPING SK560-SKIRT POLYPROPYLENE SCHLEGEL 20 #8 X 3/4" AS REQD. ASTRAGAL SCREWS PH TEKS - AT 6" FROM ENDS & 16" 0.C. 21 #8 X 1/2" AS REQD. GLASS STOP SCREWS SELF DRILLING - AT 6" FROM ENDS & 15" O.C. 24 #12 X 1-1/2" AS REQD. FRAME AND PANEL ASSEMBLY SCREWS ST. STEEL HWH SMS 25 DLO1-6014 AS REQD. THREE POINT LOCK - INTERLOCK, USA 26 8F01-6501 AS REQD. TWO POINT LOCK - INTERLOCK, USA 27 S1W830 AS REQD. LOCKING PINS IN NYLON BUSHINGS - - 28 - 2/ LITE SETTING BLOCKS EPOM DUROMETER 85±5 SHORE A 29 W33321 NG AS REQD. FINSEAL W'STRIPPING - ULTRAFAB 30 W23201N AS REQD. FINSEAL W'STRIPPING - ULTRAFAB S1 8F05-6010-560 AS REQD. PIVOT SET, SURFACE MOUNT ST. STEEL INTERLOCK, USA S2 BF05-6020-560 AS REQD. END HANGER SET, SURFACE MOUNT ST. STEEL INTERLOCK, USA S4 8E05-6040-560 AS REQD. INTERMEDIATE HANGER SET, SURFACE MOUNT ST. STEEL INTERLOCK, USA S7 8F05-6070-560 AS REQD. OFFSET HINGE HANDLE SET, SURFACE MOUNT ST. STEEL INTERLOCK, USA S9 BF05-6015-560 AS REQD. JAMB PIVOT HINGE ST. STEEL INTERLOCK, USA SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SMALL JOINT SEALER. LOCKS: 25 3 POINT LOCK SYSTEM (0L01-6014) BY INTERLOCK WITH ACTIVATING HANDLE AT 35-1/2" FROM BOTTOM FASTENED TO STILE WITH (2) #12 X 1/2" FH MACHINE SCREWS HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL 1/2" DIA. BULLET TIPS SHOOT BOLTS CONNECTED TO LOCK WITH 5/16" DIA. THREADED RODS 26 2 POINT LOCK SYSTEM (BF01-6501) BY INTERLOCK WITH ARIA BIFOLD ACTIVATING HANDLE (BF01-6514) AT 36-1/4" FROM BOTTOM FASTENED TO STILE WITH (2) #10 X 3/4" TEKS HANDLE ACTIVATES SHOOT BOLTS ENGAGING AT HEAD AND SILL 1/2" DIA. BULLET TIPS SHOOT BOLTS CONNECTED TO LOCK WITH 5/16" DIA. THREADED RODS 27 1/2" DIA. BULLET TIP LOCKING PINS AT 20" AND 88" FROM BOTTOM ENGAGING IN 5/8" DIA. RECEIVING HOLES WITH NYLON BUSHING (#2550-HOG) BY 'MASSOUD & BROS.' IN OPPOSITE PANELS Approved as complying with the Florida ' 2- 7 clill- Date MiamNOMi `p,�,,ct Coontrrol3 Miamll / / Enyr: JAVAD AHMAD COAL FLA. PE # 70592 CA.3538 • • •• •.•I •••I •.I ••I •.•I • • •• • • • • • • • •• 0 0 0 i 1U a •O ) o. 0 N 0 '0 0 0 0. a •• w 0 • • • T to tO C"1 to U 0 0 M n drawing no. W14-18 sheet 1 1 of 15 0 1.328 .063 TYP. TOP TRACK .4381 r- .085 .594 -mot 3.922 STD. BOTTOM TRACK 2.165 4.000 .078 0 PANEL TOP RAIL (STD. & NARROW) PANEL BOTTOM RAIL (NARROW) .127 TYP. 3.379 LOW PROFILE BOTTOM TRACK }s--1.622 - FRAME JAMB r -- .125 3.875 (,) PANEL STILE (STD.) .125 5A PANEL STILE (NARROW) .6551 1 ADO • j _ .050 1.365 062 1.238 INT. GLASS STOP (LAM. GLASS) INT. GLASS STOP (INSUL. LAM. GLASS) is EXTERIOR GLASS STOP 8 ASTRAGAL ADAPTER .062 375 L1.81017 0 BOTTOM RAIL SWEEP ADAPTER 0 8.000 .078 Imo- 2.000 —.I I .094 CHAIR RAIL 0 -1 1.095 r ,050 t TYP. .821 Approved as complying with the Florida Building Date_ Miami Dad Product Control 1 Engr: JAVA) AHMAD CML FLA. PE # 70592 C.A.N. 538 62615 • .• .. • • • •• •• •• • • • • zott a N oto`3 0 vo 0 a <p Q 4.tu(�c O ac 0 0 Q 415 • • •�. o• •g• 1• V'• in 0 co '5 a) L 0 U N 0) 0 lY (O N rn JJN N -1 o_ .. N Nr Q ) 0 Z vo 3w _ aa__0m• J NCP:9o11.i( • 11, NO CHANGE THIS SHEET • • a :, 0 (V O to N 0 m U M 0 0 s c ) drawing no. W14-18 • • • • • . . • • CS) PANEL ALIGNMENT CLIP PANEL BOTTOM RAIL (STD.) SILL & JAMB SNAP COVER (sheet 12 of 15) (4) #12 X 1/2"— FH MS PIVOT SET #12 X 1/2" FH MS (2) PER LEAF ENO HANGERS SET #12 X 1/2" FH MS (3) PER LAEF #12 X 1/2" FH MS (2) PER LEAF INTERMEDIATE HANGERS SET #12 X 1/2' FH MS (3) PER LEAF #12 X 1/2" FH MS (2) PER LEAF #12 X 1/2' FH MS (3) PER LEAF OFFSET HINGE HANDLE SET Engr:. JAVAD AHMAD CML FLA. PE f 70592 C N. 3538 M0 262015 INTERMEDIATE HINGE • • Approved as complying with the • • Florida BuildAt Data/iS� Z, NOM Miami Dade Product Control 13y 154,-,." ' �44 drawing no. W14-18 sheet 13 of 15 EXT. FRAME BOTTOM CORNER LOW PROFILE TRACK FRAME TOP CORNER FRAME BOTTOM CORNER STANDARD TRACK Engr: JAVAO AHI.IAD CIVIL FIA. PE 11 70592 CAN 538 615 COMP-ANL\W14-18SIW • • • •.•� • ••11• •• ••1 • •• •I • • • • II • QC O O •Z 0 cerC O VO to • • K ••• Approved as complying with the Fioiida liuil 'g Ciod: Date NOA# Miami Product Control f t efIN • in c 0 L 0 o. tn 0 • • NO CHANGE THIS SHEET • 4 NO CHANGE THIS SHEET • • • • .0 Y 0 l`1 O 0 m U 0 8 0 1 00 u r drawing no. W14-18 sheet 14 of 15 3/8 THREADED ROD 2" X 1.2" X .15" ALUM PLATE PANEL TOP CORNER 2" X 1.2" X .15" ALUM PLATE 3/8 THREADED ROD —3/8" NUT (2) 1112 X 1-1/2" SMS AT ALIGNMENT CUP PANEL BOTTOM CORNER 3/8" NUT ACCESS HOLE CHAIR RAIL CORNER ACCESS HOLE Engr: JAVAD AWARD CIVIL FLA. PE 78592 C.A.N. 538 Approved its O tnplying with tit.. Florid. Date NOAH /..3 Miami Dade Product o irol By i .' j'T 1 cc 41" �1 LA- • • •0 •. •z •.•.,•a • O •••. ►•1,- ••• ► • • •••► •.....J • •¢ 0 • • '•oo • 4n • • • • •• • • • • • •. c O C) c 0 W a c 0 co co •• NO CHANGE THIS SHEET • • NO CHANGE THIS SHEET • .D 4) 0 0 113 0 •d 0 C O CO O 1 a L drawing no. W14-18 (sheet 1 5 of 1 5) •• • • • • • • • • •• • • • SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 9/16" MiN. TYP 1/8" HEAT STREN'D. GLASS .090" Interlayer Butacite PVB By 'Kuraray Americo, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GLASS TYPE 'G1' 1/8" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Inter -layer Saflex Clear And Color Glass By 'Eastman Chemical Co.' ce \ 3/16" HEAT STREN'O. GLASS .090" Interloyer Butocite PVB By 'Kuraray Americo, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GLASS TYPE `G2' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GLASS TYPE 'G3' SETTING BLOCKS AT LAM. GLASS REQD. FOR WIDTHS EXCEEDING 36" ONLY. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS — ST. STEEL METAL SPACER SILICONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr: JAVAD AHMAD CIVIL FLA. PE % 70592 CAN. 3538 42015 • • COMP -ANL\W12-O8ECO c • • . •• � • •• •• •• • '. PRODUC i' REVISED ws t..aphNt wick tic FIor$4& balding Cog* A«ep N,15-45O..13 E%pIrshou DaieprA,t2e,2bP7 M s . (—Lei .- Show/ PA* roiret Coatrat • O• w •_a • • •� O• • • CO C 0 +7, 0 0 0 N 0 W 8 W a c 0 v) 0 N 0 N 0 0 0 8 0 0 N 0 0 11 M i; n ) drawing no. W12-08 sheet 1 of 9 5" MAX. HEAD/SILL CORNERS 39 3/4" MAX. FRAME WIDTH r c� 12" MAX. HEAD SILL I 1 LEAF HEIGHT 0 J 0 11 II II II / II / 2 ACTIVE \ LOCK OPTIONS #1 OR #2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 1 I 26 15/16" D.L. OPG. 37" MAX. LEAF WIDTH (X) DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT (+) INT.(-) 39-3/4" 37" 95" 70.0 75.0 CO O1 LEAF HEIGHT 76" MAX. 5" MAX. HEAD/SILL CORNERS FRAME WIDTH HEAD Sc SILL ANCHORS AT STILE ENDS (4) AT 3" 0.C. r ® I 1 i'I �.J1\,I I rr SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED INACTIVE 1 26 15/16" D.L. OPG. 6 i \I It. 12" MAX. HEAD SILL J LOCK OPTIONS #1 OR #2 \ (OPTION 2 SHOWN SEE SHEET 7.1' FOR DESCRIPTION ACTIVE I I 26 15/16" O.L. OPG. 37" MAX. 1 5" MAX. HEAD/SILL CORNERS 37 3/16" MAX. FRAME WIDTH 12" MAX. HEAD SILL a 1 LEAF WIDTH DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 76" 37" 98" 70.0 75.0 GLASS D.L.O. DIMS, D.L.O. HEIGHT = FRAME HEIGHT - 11.125" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" 0.L.0. WIDTH (XX DOORS) = (FRAME WIDTH - 22.125")/2 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. rn N oo w 1- a 0 0 I _== SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 32 3/4" D.L. OPG. (o) STAND ALONE SINGLE SIDELITE SEE SHEET 3 FOR CAPACITY Engr: JAVAO AHMAD CML FI.A. PE '70592 C.A.N. 3538 :• •• •• • •• •• •• •• • • :. In W 'm 0 U c � N v • 2•• 4. J 1 • o • • '� • • ▪ W • ff�� • v. . •C1• • • 1,• •••1 • it •• U�N11 0 op io• •601 .Q• z rA .. • as to PRODUC P REVISED cospiyl*it with the Florida. isitidin_AcceptancNo 1S-06173•!3 B? gfMwn Dale CMaed C ui 0 .> L ) C 0 n o 4, UPDATED TO 2014 FBC 0 Iu 0 0 N 0 to N 0 0 O c date: 02-13-12 0 1 ) drawing no. W12-08 sheet 2 of 9 DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELITES SIDEUTE SIDEUTE WITHOUT FRAME , WIDTH FRAME HEIGHT REINFORCING INCHES INCHES EXT.(+) INT.(-) 24 70.0 75.0 30 70.0 75.0 36 82 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 30 70.0 75.0 36 86 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 - 30 - - -92 -- 69.8- - .. 69.8 36 64.1 64.1 37 63.3 63.3 24 63.3 63.3 30 98 57.8 57.8 36 53.1 53.1 37 52.4 52.4 SINGLE SIDEUTE WIDTH Low DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELITE FRAME WIDTH INCHES SIDEUTE FRAME HEIGHT INCHES WITHOUT REINFORCING WITH REINFORCING EXT.(+) INT.(-) EXT.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 92 70.0 75.0 70.0 75.0 69.8 - 69.8 70.0' " ' ` 75.0 ' 64.1 64.1 70.0 75.0 63.3 63.3 70.0 75.0 24 30 36 37 98 63.3 63.3 70.0 75.0 57.8 57.8 70.0 75.0 53.1 53.1 70.0 75.0 52.4 52.4 70.0 75.0 REINFORCING AS READ. SEE CHART 39-3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.L.O. DIMS D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDEUTE) = FRAME WIDTH - 4.438" SUF FALSE DEC 148" MAX 5" MAX. 3" g" TESTED FRAME WIDTH o- HEAD do SILL ANCHORS AT STILE ENDS CLUSTER OF (4) AT 3" 0.C. (4) ANCHORS AT HEAD/SILL 12" MAX. 0 TYP. �\ - \I A 1 (11 >♦ SILLD I_ (1 - - I 1 \ HEAD/SILL a CORNERS rI JI ----t--__ I I 1 ----tip--- II / II II / \ \ \ \\ o:. o ti � N D.L 0PG. `- TESTED FRAME HEIGHT 87" --" 0 • II o d O -i -`- Ay �r A/ I( --JL-____ t i '/ �( m _ 1_1 I 1 //- I �i�r 1V/ II/ 1I eo ij co 1- // tY/r ap / 1- �/ \I , // r/r // r/Csi ==---It ===z==== / O \ \ \ \ -__ n ___- \\- \ \ i' LOCK #OP SE7!SHEET -� / OP.l10 OR/#2ON S 0 OESCRIF N} -- / --- . INACTIVE \y / 4 ACTIVE , --- • ;FACE APPLIED MUNTINS OR ORATIVE GRILL MAY BE USED t t 32 3/4" (I 1 1; 26 I I 15/16" 1 1 I 1 1 1 26 15/16" 1 �--�- 1 I; I I f "co 0.L. OPG. D.L. OPG. D.L. OPG. 37" PRODUC f REVISED SIDEUTE FRAME WIDTH LEAF WIDTH 39 3/4" MAX. (SINGLE) on complying wilts dm F1or1&a 1wMling Cod. / � ptNot O p " 76" MAX. (DOUBLE) Rapirnflf* Dote o -- - -- - -- -___-....._ ......_,. . . (OXXO) In m •. ••. •. Z.02 O Q1 0 o Od o M r u. O ✓ 2 r�J 8 Oa• gp.g O ca00� i egg •ow r. 0 w CO 0 N a 7 0 1 w ••• • • • • WoottlimAtlinsiegi C•rhd MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr: JAVAD AI-IMAD CIVIL PE i! 70592 .A. N. 3538 0 4 2015 •• N w z Ir 0 0 • • v) U • a _J • in • co • w • 0 W • to 1- ••••Y• w4}••• toN4q• �• cs in •••j• • J N -3• i�• ro• •r z o• U • r-ww -j W O) N 0 -Co .S: 0 n 0 f0 0 UPDATED TO 2014 FBC n 0 N 0 N 0 0 N lV O 0 0 C m N 0 u 0 0 1 1 0 1 .0 .o O , drawing no. W12-08 (sheet 3 of 9 9/16" MIN. THROW BOLT PENETRATION EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING LEAF HEIGH 1/2" MIN. THROW BOLT PENETRATION 00 0 ® ! mrn v •. 1 EDGE DIST. SHIM SPACE GLAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING .13 EDGE DIST. • • e 4• PROPERLY SECURED 1BY WOOD BUCK EDGE DIST 0 LJ k TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SHIM SPACE i 0 EE 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 18Y OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI--DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. W000 AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. METAL STRUCTURE 0 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING II MIAMI—DADE COUNTY APPROVED I CLIPPED MULLION IISEE SEPARATE N•A cr 0 8 Engr; JAVAD AHMAD CML PE f 70592 N. 538 U 4 NI!) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • • • •• •• •. •• •• •• • •• m tift V • 0 1 r Y •c. o• •a •- • • • • • •� 0 4.1 N PRODUC f REVISED Nadia'as complying will, Hit FWt hir Code Aetcplaoce No IS-0604.11 rapkMloe Dale -aqua Ig_ lcis \ Cortina DOOR DETAILS U J —J • Nt rib • ,A •••• 7 0 • MI) r•••a,c Id • j: COIn v•• • t• • j a0 a' • z o rnIA c O v c O Q 0 o-� 0 UPDATED TO 2D14 FBC REV. PER RER COMMENTS a; -0 N 0 O 0 0 data: 02-13-12 scale: 3/8 e 1" drawing no. W12-08 sheet 4 of 9 DOUBLE DOOR FRAME WIDTH 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING w 0 0 w METAL STRUCTURE SEE SPEC SHEET 4 1/4" MAX. • •- SHIM .' TYPICAL ANCHORS SEE ELEV.. • FOR SPACING '\ 16 INACTIVE LEAF CONCEALED FLUSH BOLTS LEVERS AT STILE FACE - LEAF WIDTH 39 3/4" MAX. SINGLE DOOR FRAME WIDTH CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OFSTILE Jr� 4 D.L.O. LEAF WIDTH LOCK OPTION #2 1/4" MAX. SHIM 18Y WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS #1 OR #2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION CONCEALED FLUSH BOLTS LEVERS AT STILE FACE EXTERIOR ACTIVE LEAF D.L.O. LEAF WIDTH 76" MAX. 2 POINT LOCK ASSEMBLY 4 POINT LOCK ASSEMBLY DOOR DETAILS Err JAVAD AHMAD CML FLA. PE 1 70592 AN. 538 205 1/4" MAX. SHIM 2BY WOOD 8 OR WOOD STR EE NOTE w 0 0 . •• C •..I CK L • • •: •.UREe HEET 1 ••.. • •• 1 •••i • • • 1 •• TYPICAL ANCHORS SEE ELEV. FOR SPACING (-3 •• •.• J . —1• ••••m• U• 03 •n W• ro ro •••••Y. VI 0)". 07 • M O mr O .►•••4• Z °0 • ryj•IS O �J U raw -J W rn M' c U N PRODuc r REVISED is complying wilt'he FIod& tinkling Cock AccgI4sncc No 1 O• 1; o +% F.apt+all Daterr ��1Zoba;0, Mwl DimeltiMilleel Conical id N N 0 0 0 a A 106.26.12 0 0 m M drawing no. W12-08 (sheet 5 of 9 EDGE DIST. 0 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SHIM SPACE GLAZING OPTIONS SEE SHEET 1 td- ' • e 1. EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/4" MAX SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING u) 0 w 0 w METAL STRUCTURE SEE SPEC SHEET 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX.- .. SHIM rtr 1/4" MAX. SHIM 1BY WOOD BUCK i EXTERIOR D.L.O. 42" AT 86" HT. 37" AT 98" HT. MAX. SINGLE SIDELITE WIDTH #12 SMS AT 5" FROM ENDS AND 11" O.C. MAX. D.L.O. EXTERIOR SIDELITE WIDTH • 0 REINFORCING AS READ. SEE SHEET 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING r-- 0 0 w co 0 a_ 0 0 ) PRODUC r REVISED r complying welch 1fie Florid*. hooding Cock Accepts/oft No tS—O Lt+3• r3n. EspkMioa Dec 31 Zo` ��• . , �,, 17R��1 iR�•s CAM • • • D.L.O. LEAF WIDTH MAX. UNIT FRAME WIDTH 39 3/4" (SINGLE) 76" (DOUBLE) MAX. DOOR FRAME WIDTH SIDELITE DETAILS Engr: JAVAD AHMAD CIVIL FLA. PE N 70592 CAN. 538 S 42015 .. ••. • •. •.• • • • • •• .40 s. 0 w N 0 • • i Uj• •••• . • T, LL I •0 (1) llJ• • •ii• }L!J w U) poi••• sr.: O O ")•1 -.„Cl y._.)• • co �r N 0 0 tti O)m 0 y 0 0. U dN 0 REV. PER RER COMMENTS y D b lV b N 0 0fV 0 0 N 0 0 0 c U 0 0 0 v° b ) drawing no. W12-08 (sheet 6 of 9 ) ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E601 — DOOR FRAME HEAD/SILL 6063—T6 — 2 E602 — FRAME COVER 6063—T6 — 3 E603 — DOOR FRAME JAMB 6063—T6 — 4 E604 — SIDELITE TOP & BOTTOM FRAME 6063—T6 — 4A E626 — SIDELITE 9" BOTTOM FRAME 6063—T6 — 5 E605 — SIOELITE FRAME JAMB 6063—T6 — 6 E606 — SIDEUTE SLIP ON JAMB 6063—T6 — 7 E607 — LEAF TOP & BOTTOM RAIL 6063—T6 — 7A E625 — LEAF 9" BOTTOM RAIL 6063—T6 — 8 E608 — LEAF W'STRIP ADAPTER 6063—T6 — 9 E609 — LEAF HINGE STILE 6063—T6 — 1 0 E610 — LEAF LOCK STILE 6063—T6 — 1 1 E611 — LEAF ASTRAGAL STILE 6063—T6 — 12 E612 — LEAF ALIGNMENT BRACKET 6063—T6 — 13 E613 — LEAF CLAMP 6063—T6 4-1/4" LONG 13A E613 — HINGE BACK—UP PLATE 6063—T6 12" LONG 14 E614 — - — GLAZING" BEAD (5/16."LAM:" GLASS) "6063—T6 — 14A E109 — GLAZING BEAD (7/16" LAM. GLASS) 6063—T6 — 15 E615 — GLAZING BEAD (INSUL. GLASS) 6063—T6 — 1 6 E616 — SNAP COVER 6063—T6 — 17 E613 — BOLT SUPPORT 6063—T6 NOT SHOWN ' • r 18 — AS REQD. SIDELITE MULLION REINFORCING 6063—T6 — OOP 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. OOP 20 FB1202 — FLUSH BOLT LEVER — SULLIVAN & ASSOC. ' r • 21 FBR914SS — CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. •� *Are 22 #12 SMS AS REQD. FRAME ASSEMBLY SCREWS — — • •• 23 #12 X 3/4" — HINGE INSTALLATION FASTENERS — FH SMS • • • 24 — — 3/8" DIA. THREADED ROD STEEL —• • 25 W1 1323 — PILE W'STRIPPING WOOL ULTRAFAB _• 26 E20618—KN-3020 — BULB W'STRIPPING SANTOPRENE EPDM ', 27 E206 — GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 — — GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 — FLUSH BOLT CUP NYLON — 30 DLO1RC — BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLOIWB — WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS — — 34 — 2/ LITE SETTING BLOCK, 1/4" X 1/2" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 80±5 35 — 2/ LITE SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 80±5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. ygODUCPREVISED as complying with Ibe n' or14s 2 A11"cee{Nswet No 1 -o6A3• (3 1 pkM11eo D11te 1 Mar trsdset Coaled n COMP -ANC\W12-08EC0 w a Engr: JAVAD AHMAD CML FLA. PE 353 70592 C N.8 c ti 2035 C 0 a L 0 2 0 0 IJ 0 4) 0 .0 N 0 1) 0 0 0 0 0 0 8 ..5 drawing no. W12-08 sheet 7 of 9) LOCKS: OPTION 111 ACTIVE LEAF; 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' (e) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM INACTIVE LEAF• 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK 8Y 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM I' / / / / / '2 \\ \\ -t ACTNE HINGES: FY / \ / \ / \ / \ / \ / \ / \ / / ,j \ \ \\ 1' // \ / \ / \ / \ / \ / INACTIVE 'K,{ ACTIVE 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH # 10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION #2; ACTIVE LEAF; CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 8Y 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS 8Y 'SULUVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS INACTIVE LEAF; CONCEALED FLUSH BOLTS BY 'SULUVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 18--32 X 1/2" FH MS — e / / , -/- • \\ ACTIVE 1 41 / 1 / ( \ / \ / \ / \ / \ / \ / ij_ \ \ c ' /' \ / \ / \ / \ / \ / \ A� / \ ' / INACTIVE ACTIVE Engr. JAVAD ANMAD CIVIL FLA. PE # 70592 CA d 3538 015 . • .. • ! •. �. • • • FAODi1C !' REVISED , , as complying with the Florida obolding Cod* moroswceNo i S--OLDS• 13 Nw &Oradea Date 3120119 cesad • 01 0 y .5 L. a 0 N O U a 0 O a Q) 0 .0 to N 4, tV O 4) O S O C m U rd—ate: 02-13-12 drawing no. W12-08 sheet 7.1 of 9 4.000 )78 l 1.625 t0-- 2.062 DOOR FRAME HEAD/SILL 4.781 1.507 -o1 1.750 4.000 .078 1.625 SIDELITE TOP & BOTTOM FRAME 1.750 -1 4.750 0 LEAF TOP/BOTTOM RAIL r-.519 .803 � .045 1.047 1� 14 GLAZING BEAD 5/16" GLASS .803 r-.394 .050 -4 1.047 1�- GLAZING BEAD 7/16' GLASS --�j�.130 .803 .045 1s GLAZING BEAD INSUL. GLASS .329 .078 L-1.812-1 CO FRAME COVER -�{ I- .687 .050-- 1.197 .154 SNAP COVER 1.500 -aj 4.000 1 .078 - 2.097 .625 C3) DOOR FRAME JAMB LEAF HINGE STILE LEAF LOCK STILE 4.000 LEAF ASTRAGAL STILE 1-1.5001 .078 4.000 .719 1.507 `J SIDELITE FRAME JAMB 7.531 3.719 1.507-1 1.750_i .078 8.250 7A 9" BOTTOM RAIL .312 O LEAF W'STRIP ADAPTER .-1.507 1 3.719 8.281 .078 3 9.000 1.625 Fes-- 4.000 - 0 SIDELITE 9" BOTTOM FRAME LEAF ALIGNMENT BRACKET 1.574 375 .125 LEAF CLAMP HINGE BACK-UP PLATE 1.250X-- .719 (6) SIDELITE SLIP ON JAMB 1.750 .281 .125 3.781 SIDELITE MULLION REINFORCING Engr. JAVAD AUMAD CML FIA. PE 0 70592 CA.N. 3538 I2S A CC0 Ot c V COMP -ANL\W12-08EC0) • • • ► oc •• o ) PRODUC f REVISED as tamp '1iij with Iht Florida• • • Wolin); Coats • ..z Acceptance NuJ5cphd3• " w Kapiranea Dells 31 m4 j Iq' ; • • aped ISM C.1. C • • w au .. • •� 0 cn w N c 0 c 0 a 0 N 0) v O U 40 N 0 N O 0 0 m U C 1 n 0 • u • n 1 a .1 c � drawing no. W12-08 (sheet 8 of 9 DOOR FRAME CORNER SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER Engr: JAVAD AHMAD MI flA. F # 70592 C.A. 4. 3538 LEAF CORNER drawing no. W12-08 • • . . . . . • . . 8 FALSE MUNTINS (SURFACE APPUED) MAY BE USED 72" 4 31 1/4" D.L. OPG. w 35 3/8" VENT WIDTH �� 1I II I E 14 /. 1, I I 11 I 32 3/4" D.L. OPG. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1/8" HEAT STREN'D. GLASS .090" Interlayer Butocite PVB By 'Kuroroy Americo, Inc: 1/8" HEAT STREN'D. GLASS SIUCONE DOW CORNING 899 GE SCS 2000 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE CAI 1/8" HEAT STREN'D. GLASS .090" Interlayer SentryGlas By 'Kuroroy Americo, Inc.' 1/8" HEAT STREN'D. GLASS look 111" 3 1/2' MAX. HEAD/SILL CORNERS FALSE MUNTINS (SURFACE APPLIED) MAY BE USED TYPICAL ELEVATIONS SILICONE DOW CORNING 899 GE SCS 2000 AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY GLASS TYPE `B' GLAZING OPTIONS rn WINDOW WIDTH 10 5/8" MAX. HEAD/SILL CORNERS i�-�-" II I II) I , i; ;/ I 1 ;1 1 I �j I /� / I �j I 1/ 1 I / I I I samami 32 3/4" D.L. OPG. 36 7/8" VENT WIDTH 1 '1 1. 32 3/4" Q.L. OPG. TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 1/8" HEAT STREN'D. GLASS 5/16" AIR SPACE 1/8" HEAT STREW°. GLASS .090" Interlayer Butacite PVB By 'Kuroroy Americo, Inc.' 1/8" HEAT STREN'D. GLASS CARDINAL XL EDGE SPACER ST. STEEL SIUCONE DOW 899 AT 1/4 POINTS ALL SIZES GLASS TYPE 'C' (2) ANCHORS AT MTG. STILE ENDS TYP. (4) ANCHORS REQD. FOR SIZES AND LOADS MARKED WITH 't' ON SHEET 2 ONLY • ECO—GUARD SERIES--200 ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. w N J a 0 •... • • ••••. " • • • • Ni • •g • •�a • • i • • .. • .. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METAWC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS Engr. JAVAD AHMAD CML FLA. PE 72 3 C.A.N. 5 2015 PRODUCT REVISED as complying with the Florida Building Code Acceptance No la - Ex iration Date By WhamDade Product (,on og b)q U o .•••..Z) '• • • M • W I. gym. +vim �•� N W:1g 4140 n In 0 112 0 o. 0 n U. 0 0 0 MANUF. ADDRESS REV. z E 0 UPDATED TO 2014 FBC .0 0 0 •". N 0 n 0 0 0 w Y) 0 m 0 0 W drawing no. W09-12 sheet 1 of 7 . • • • • • . . ••••• •• • • • • • DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) WINDOW DIMS. 1T/0 REINF. WITH REINF. A GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 37" 53-1/8" 74" 4 70.0 80.0 80.0 90.0 70.0 80.0 26" 4 70.0 80.0 80.0 90.0 70.0 80.0 (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 37" 53-1/8" 74" 4 70.0 80.0 80.0 90.0 70.0 80.0 38-3/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 37" 53-1/8" 74" 50-5/8" (5) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 37" 53-1/8" 74" (6) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 68.9 77.5 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 80.4 * 70.0 80.0 24" 36" 48" 60" 72" �3) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 36" 48" 69" 72" ��) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 36" 48" 60" 72" �5) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 36" 48" 60" 72" (6) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 87.6 * 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS 4 LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. W/O REINF. WITH REINF. A GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1 /4" 111" 26" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4" 111" 38-3/8" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4" 111" 50-5/8" (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4" 111" �6) 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 82.6 * 70.0 80.0 12 70.0 70.0 80.0 80.4 70.0 80.0 72" " 84" 96" 108" _ 24" (3) 9 70.0 . 80.0 80.0. 90.0 , 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108' 36" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 48" (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 60" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 90.0 * 70.0 80.0 12 70.0 70.0 80.0 87.6 * 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS (1/3W) (1/3W) (1/31/6 4 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A 1.1/0 REINF. WITH REINF. GLASS TYPE' 'A' GLASS TYPE 'B' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" 111" 26" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4" 111" 38-3/8" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 74" 50-5/8" (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 63" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 24" (3)- • 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 ---12 . 70.0- -80.0, -80.0 90.0" 70.0 • 80.0 "- 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 36' (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 - - 80.0 90.0 70.0 80.0 72" 84" 96" �5) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 ' 12 70.0 70.0 80.0 90.0 70.0 80.0 , 72" 60" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 ' • ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 3 FOR DETAIL. A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' m‘t1 COMP -ANC\WO9-12ECO C ••• ••• •.• ••• •I • • • • • • •. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 Engr: JAVAD AHMAD CIVIL FlA PE 70592 C.A. 3 538 020 PRODUCT REVISED as complying with the Florida Building Code IS O Aceeplance No Ex • iralion Date Ry Mi i ade Produ • I •�1 • • 0 0 o -J rn _J• V) . • • W • • x �.� iw nr•• •• ecy 1 rn O a :) O ,- I u) • °.o •v • LLI W o co 0 .> L ) 0 a 0 w .o x 3w UPDATED TO 2010 F8C MANUF. ADDRESS REV. CLASS OPTION ADDED UPDATED TO 2014 FBC G) 0 O 0 N M s 0 N 0 0 m U 0 W 0 N 0 a A c drawing no. W09-12 street 2 of 7 ) 1BY WOOD BUCK • • A d e a. • S n' TYPICAL ANCHORS SEE ELEV. FOR SPACING • EDGCe DIST: • . 6 DOW HEIGHT 0 a. O J II a z • 5 uti VENT HEIGHT TYPICAL ANCHORS SEE ELEV. FOR SPACING w cc J N x 5 5 x u1 EDGE DIST. METAL STRUCTURE 2 S to TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. 5 TYP CAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: Wi = 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. 2 2 xco TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1 /2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1 /8") INTO METAL STRUCTURES STEEL : 1 /8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • • • • • .. • •.•• ••• • • • • • • • • • •• • • b • • • • • • •• TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. g WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c == 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm = 2000 PSI MIN v• 1BY WOOD BUCK v.D• .v TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr: JAVAD AHMAD CIVIL FLA PE # 70592 CAN. 3538 0 201! PRODUCT REVISED as complying with the Florida Building Code Acceptance No E Ex irati 1 Date By M. ado Product • I •M ▪ N 0 U W N a1 3 Z 0. 2 0 U U o J • • • V) • . °o • M U)•rl • Naco O or) (71 ;e.,4601' W rn s O dAi.Mi U r- w J N C 0 N 41 0 01 N •v N 0 0 w C a B z 0 UPDATED TO 2014 FBC .D 0 O 0 n 0 0 a csi v1 r. 0 O C CO l 01 O N 0 0 v scale: 1 /2" = 1 " drawing no. W09-12 EDGE DIST. EDGE DIST. (sheet 3 of 7 1/4" MAX, SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1 /4" MAX. SHIM STEEL REINFORCING AS REQD. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH XO LAYOUT VENT WIDTH D.L. OPG. EXTERIOR WINDOW WIDTH 1 /4" MAX. SHIMS 1 BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 w 0 VENT WIDTH D.L. OPG. —SCREEN OP - STEEL REINFORCING AS READ. SEE SHEET 2 FOR CAPACITY 1/4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA WINDOW WIDTH L XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING SCREEN OPT. WINDOW WIDTH SHIMS 18Y WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. Engr: JAVAD AHMAD CIVIL FLA. PE 70592 C.A.N.538 2015 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1 Ex • iration Date . • . •• . ...• • .•• • • • • • • • • •• • • • • • • • • • • • .• COMP --ANL\W09-12EC0 1 0 • CC • • c'N 0 C O .> d L 0 n L U NO CHANGE THIS SHEET MANUF. ADDRESS REV. GLASS OPTION ADDED UPDATED TO 2014 FBC a n 0 S N 0 0 M 0 0 N 0 m Vf 0 O C 0 0 W r CNI 0 drawing no. W09-12 sheet 4 of 7 EDGE GIST. ALT. 0 ALT. v. • O v• EDGE DIST. tY • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING cn METAL STRUCTURE EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE A DIST. P� ifer ci TYPICAL ANCHORS SEE ELEV. FOR SPACING a) TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAVAD AHMAD CML FLA. PE r 70592 C.A. . 3538 0 2015 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 . E radon Dale !GRSIL/)l By /. Miami • • • •• J .J 0 U W N_ I 0, 0 J z a 0 0 U J O rn J • • n co (/)• ... • 0 W }• tri<. • k VP m NP.• •� O 0 0 • ,n O � al w� W rn�' L 0 L. c O `u 0 NO CHANGE THIS SHEET d a UPDATED TO 2014 FBC 0 0 M O r, O a_ ri O 1) vi 0 0 c m 0 O W t rn 0 0 N 0 drowing no. W09-12 sheet 5 of 7 •. • • . . • • •.•.. •• • . • • • 2.750 3.249 .813 .062 1.140 1.610-a FRAME HEAD .500 7 1.718 1 1.067 .715 .062 1.140 1.434 .813 VENT TOP/BOTTOM RAIL 3/16" 12 STEEL REINFORCING 2.501 .500 2.750 FRAME SILL .519 r-.130 T- f I 71� 9 - .045 .803 .045 .803 -d 1.047 1.047 GLAZING- BEADS JAMB STILE MEETING RAIL 1.314 �.250 .340 .312 .062 SILL TRACK .500 1.1871 2.750 .062 2.812 .874 F� 1.687 MOV. FRAME JAMB O FIXED MTG. RAIL -�j .750 I-0- .062 2.812 2.750 .969-� 1.688 O FIXED FRAME JAMB FLUSH FRAME ADAPTER ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY201 1 FRAME HEAD 6063-T6 - 2 FY202 1 FRAME SILL 6063-T6 - 3 FY203 1 SILL TRACK INSERT 6063-T6 - 4 FY205 AS REQD. MOV. FRAME JAMB 6063-T6 - 5 FY101 AS REQD. FIXED FRAME JAMB 6063-T6 - 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - 8 FY206 1/ VENT JAMB STILE 6063-T6 - 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 FY108 AS REQD. GLAZING BEAD (LAM- GLASS) 6063-T6 - 10A FY110 AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 11 - AS REQD. REINFORCING BAR STEEL - 12 - AS REQD. REINFORCING BAR STEEL - 13 FY204 AS RTEQD. ADD -ON SILL RISER 6063-T6 USE AS REQD. 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 FY209 2/ VENT ROLLER BRASS - 16 _ , FY210, ._ 2/, VENT__ . ROLLER. PIN .- - ST. STEEL _ - - - 17 #8 X 1" AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS REQD. FIN SEAL W'STRIPPING - ULTRAFAB 20 0300T190 AS REQD. BULB SEAL Q-LON SCHLEGEL • 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65i1& 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 6111 23 FLB-50 AS REQD. GLASS SPACER SILICONE ••• FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - •- SULLIVAN & ASSOC. 25 #8 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS • • • 1 26 WA2L 2/ WDW. WEEP VALVE - PREFERRED ENG. PRODU0116 4 27 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL •••' • • 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 al OPTIONAL 29 - 2/ LITE SETTING BLOCK EPDM • DUROMETER 80±5 SHORE A • Engr: JAVAD AHMAD CIVIL FLA. PE ij 70592 C.A.N. 3538 . lJL4 A �15 PRODUCT REVISED as complying with the Florida Building Code Acceptance No ls••0 0 k?x iralion Date ! 'N i Midi Dade Product Contr • Z Q cg ci.Q�� 0 D o � 1- ✓ o M M O a Q 141 t1 O cr wIL ecog ig ,. 1 ZlNng • 612 COMP—ANL\W09-12EC0 1 N 1 N 1 laa]] • • 1 0 0 J J• • I 2 VI• • •••••r^1 0 F. • v( 1-co tor•a, • rn 0o"Ni 1`� �• I N oho _I L cn revisions: O a L 0 v UPDATED TO 2610 FBC GLASS OPTION ADDED UPDATED TO 2D14 FBC ID O a 0 N 0 0 v 0 N N 0 0 m 0 0 W 0 0 0 N 0 11 N • 0 is drawing no. W09-12 sheet 6 of 7 FRAME TOP CORNER VENT TOP/BOTTOM CORNERS FRAME BOTTOM CORNER FIXED MTG. RAIL CORNER Engr: JAVAD AHMAD CIVIL FLA. 'E # 70592 C.A. . 3538 0 2015 C o� w cc F O p� • Q . o -t r- v 0 O4QQ g O 06-2 LL• L� o 2 ?IndLTA 0 0 W o) O J z a 0 0 • • • .. • • • • .•• .• 0 0 • • • • ••• N • • • • • W • • f • • it •• . PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1s O 28.05 Ex nation Date !F?'IVW*' • jg .111 1► By v 0 Jcrt J• • 1 m 00 3••••e0 O tit f_ co 7.4 U.—w_; W a) N O .y 4) L c 0 a U G) 0 NO CHANGE THIS SHEET MANUF. ADDRESS REV. NO CHANGE THIS SHEET NO CHANGE THIS SHEET T 0 0 ri 0 . 0 0 0 to N 0 0 C U 0 0 N 0 `ro drawing no. Wog-12 (sheet 7 of 7 11 /10/2017 Florida Building Code Online FLORE• • OgPAFSTIA.Fq OF a{,tsinL s Profession{ • ;iftegul tion a Nib h BCIS Home Log In i User Registration Product Approval USER: Public User Hot Topics I Submit Surcharge I Stats & Facts Publications ! FBC Staff i BCIS Site Map i Links ; Search Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status 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 Sections from the Code FL15498-R1 Revision 2014 Approved Premium Estates Ricardo Palma #843 Lima, NON -US 00000 (511) 610-9110 premium.estates@hotmail.com Hugo Pow Sang premium.estates@hotmail.com Exterior Doors Swinging Exterior Door Assemblies • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • •• • • • • • • • •• • • ••• • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ..; Evaluation Report - Hardcopy Received Pedro de Figueiredo • • • • • •• • PE-52609 National Accreditation and Management Institute 12/31/2018 Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received FL15498 R1 COI 15-202 CI.pdf Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 • http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtep%2bDhVRQZHOeXWSnWeB031TIZgRGrzAHjyOpwnhoZBw%3d%3d 1/2 ?1/10/2017 Florida Building Code Online Product Approval Method Method 1 Option D 4 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 08/05/2015 08/10/2015 08/15/2015 10/16/2015 FL # Model, Number or Name Description 15498.1 GLAZED SWING -OUT WOOD DOOR SWING -OUT TYPE DOOR DESIGNED, CONSTRUCTED AND TESTED TO PROVIDE PROTECTION FROM HURRICANE FORCES WINDS AND WIND BORNE DEBRIS Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/-83 Other: PRODUCTS SHALL BE MANUFACTURED AND INSTALLED PER DWG: 15-202 Installation Instructions FL15498 R1 II 15-202 DWG.Ddf Verified By: Pedro de Figueiredo 52609 Created by Independent Third Party: Yes Evaluation Reports FL15498 R1 AE 15-202 PER.Ddf Created by Independent Third Party: Yes 15498.2 SOLID SWING -OUT WOOD DOOR SWING -OUT TYPE DOOR DESIGNED, CONSTRUCTED AND TESTED TO PROVIDE PROTECTION FROM HURRICANE FORCES WINDS AND WIND BORNE DEBRIS Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/-83 Other: PRODUCTS SHALL BE MANUFACTURED AND INSTALLED PER DWG: 15-202S Installation Instructions FL15498 R1 II 15-202S DWG.Ddf Verified By: Pedro de Figueiredo 52602 • • Created by Independent Third Party: Ye: Evaluation Reports ; .2. ' • FL15498 R1 AE 15-202S•RER.pdf • • • Created by Independentakra g4rty: Yes • 3sck Next • • • • • • • • • •• •• •••• • • • • • • Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487;142 M • • • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: privacy Statement :: Acissibi tv $tatement•:: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response toe publisrecords request, do not send e4trogii mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please ntacP858.487.139 . 'gursu nt to Sec 'iddn • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Dted'artmc�t with ar'e%naljadiress 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 wishes 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: ••• Znk Credit Card Safe sccuril_A`:METRICS, http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtep%2bDhVRQZHOeXWSnWeB031TIZgRGrzAHjyOpwnhoZBw%3d%3d 2/2 GENERAL NOTES: (FLORIDA BUILDING CODE 2014) I - CODE: THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2014 INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2- DEFINITION: THIS PRODUCT IS A SWING OUT WOOD TYPE DOOR DESIGNED, CONSTRUCTED AND TESTED TO PROVIDE PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS (LARGE 4 SMALL MISSILE) WITHIN THE ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL. 3- LABELING: PRODUCT MUST BE LABEL IN ACCORDANCE WITH FBC 20I 4, CHAPTER 17, SECTION 17 10.5. THE PERMANENT LABEL, MARKING OR ETCHING SHALL PROVIDE TRACEABILITY TO THE MANUFACTURER AND PRODUCT. 4- PROJECT DESIGN PRESSURES: THE PROJECT DESIGNED PRESSURES MUST BE CALCULATED BASED ON ASCE 7- 10, BY A PROFESSIONAL ARCHITECT OR ENGINEER. THE PROJECT DESIGNED PRESSURE, AS DETERMINED BY ASCE- 10, ARE PERMITTED TO BE MULTIPLIED BY 0.6 AND THEY MUST NOT EXCEED THE ALLOWABLE PRODUCT PRESSURE SPECIFIED HERE -IN. 5- MATERIAL: ALL WOOD PARTS TO BE SOLID OR LAMINATED MAHOGANY OR ANY OTHER SPECIES WITH SPECIFIC GRAVITY GREATER OR EQUAL TO 0.45. 6- FASTENERS: ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. INSTALLATION AND LOADS AS PER THIS APPROVAL. ANCHOR QUANTITY SPACING MUST NOT EXCEED THE MAXIMUM LIMITS SPECIFIED BY THIS APPROVAL. 7- USE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: 7. I - THE STABILITY OF THE STRUCTURE WHERE THE PRODUCT IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 7.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. 8- WOOD BUCKS (I x or 2x) BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. TABLE OF CONTENTS: CONTENT SHEETS GENERAL NOTES* MODEL TYPES 1 DOOR PANEL OPTIONS 2 MODEL A DESIGN 3, 4, 5, 6 MODEL B DESIGN 7, 8, 9, 10 MODEL C DESIGN I I, 12, 13, 14, 15, 16, 17 SEE SHEET 2 FOR PANEL OPTIONS FW HFWH L, i L, 41- v MODEL Al RETANGULAR SHAPES Pd= +53, -70 PSF MODEL A - 6'X8' AND 3'X8' MODELS FW 4 1 \/ / / MODEL A2 ELLIPTICAL SHAPES Pd= +53, -70 PSF MODEL A3 ARCHED SHAPES Pd= +53, -70 PSF x SEE SHEET 2 FOR PANEL OPTIONS FW u_ A a E \)k MODEL B1 RETANGULAR SHAPES Pd= +53, -70 PSF MODEL B - 6'X10' AND 3'X10' MODELS MODEL B2 ELLIPTICAL SHAPES Pd= +53, -70 PSF MODEL B3 ARCHED SHAPES Pd= +53, -70 PSF MODEL C - 6'X10' AND 3'X10' MODELS * SEE SHEET 2 FOR PANEL OPTI❑NS FW >_ 3- / / / / / \ \ \ aE \ \ \ \ \ \ / / / / / HFWH MODEL Cl RETANGULAR SHAPES Pd= +53, -70 PSF (10') Pd= +75, -83 PSF (9') FW a1- MODEL C2 ELLIPTICAL SHAPES Pd= +75, -83 PSF MODEL C3 ARCHED SHAPES Pd= +75, -83 PSF PREMIUM ESTATES S.A.C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODUCT: PREMIUM GLAZED SWING OUT WOOD DOOR LARGE & SMALL MISSILE ENGINEERINQ • •..1 q3n n $g. CA&S16•• • 5585araage Dr. 201. Davia,.FJ. 33314 Tel.. 4954) 585-&1M • • Fax: • • 585-0305 • • EN . AOL.C,4 M •••� • 04100 • ... • 000 000 • • • EFt;U��,000 �• : ENSF'..O4 ICC ? _0 STA ,w D�F•. FCOR\0?:�� r JUL 10 2015 Engineer Seal Pedro De Figueiredo PE 52609 ... Date: 07/08/15 Scale: NA Design by: PPMF Drawing Number 15-202 SHEET 1 of 17 • :• • .. •.• • .. • 00 • • ♦ %7 ♦ ♦ i ♦ ♦ ♦ } -J 1' %7 %7 • 0 z a 13 • • ♦ %7 I ♦ 2 z 17 z 8 EXAMPLES FOR SINGLE OR MULTIPLE PANELS WITH TRUE H❑RIZONTAL MUTINS %7 DOOR PANELS OPTIONS NOTES: 1- DOOR PANELS MAY BE RECTANGULAR, ARCHED OR ELLIPTICAL. 2- GLAZING C❑NFIGURATI❑NS WITH APPLIED FALSE MUTINS CAN BE FREELY CONFIGURED LIMITED ONLY BY THE MAXIMUM GLASS SIZE 3- ONLY HORIZONTAL TRUE MUTIN IS AVAILABLE /i J 13 • • r—` SURFACE APPLIED VENEER SURFACE APPLIED VENEER • v GaJ O W oz 3 Q SURFACE APPLIED VENEER SURFACE APPLIED VENEER 13 SURFACE APPLIED VENEER SURFACE APPLIED VENEER EXAMPLES FOR MULTIPLE PANELS WITH LAMINATED APPLIED FALSE AND TRUE MUTINS J 17 } • • • PREMIUM ESTATES S.A.C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODUCT: PREMIUM GLAZED SWING OUT WOOD DOOR LARGE & SMALL MISSILE ENGINEERING• • ,. n1!r n:.J.nr. CA41416. • 5595 jhr ge Dr. 201 Davie.,Fj. 33314 TeT.; 585-134 Far. (,9.5A.) 585-0305 .. EN4CGIAAOL.CaN1 •.. •. • • • • • • • • • • .•• .•• • • • • • • ••• E FI • Iwo \- :� No Ar -o STATE tc: �Oic�.'• F(OR1�P'�� ss,ONA1.S.,.s� awsN1,,[! / JUL 1A2015 Engineer Seal Pedro De Figueiredo PE 52609 • • • • • • Date: 07/08/15 Scale: NA Design by: PPMF Drawing Number 15-202 SHEET 2of17 MAXIMUM 6'X8' AND 3'X8' MODELS - RATED: +53,-70 PSF PART# NAME DESCRIPTION 18 HINGE (4) PER LEAF - 2. 75' x 4'x 0. 068' STEEL SECURED TO PANEL AND FRAME W/ (8) #10X1.5 WOOD SCREWS. 18A HINGE (4) PER LEAF - JARDINIER MASSARD BRAND #23 CONNECTED TO PANEL AND FRAME W/ (8) # 10X 1. 5 WOOD SCREWS. 19 LOCK (1) PER ACTIVE OR INACTIVE STILE- SCHELEGEL MULTI -BOLT LOCK WITH BRASS KEEPER SET, 52mm BS 8' FULL LENGTH STAINLESS 19A LOCK (1) PER ACTIVE AND INACTIVE STILE - JARDINIER MASSARD BRAND VERROUS A ENTAILER REF 321 WITH 0. 312' D I AM. x 0. 567" THROW AT TOP AND BOTTOM. CENTER HANDLE ROUSTIQUE CODE 042100 MODEL RY 59 FASTENED WITH (4)#10x 1. 25'. <7) 2. 4'x 1.656' WIDE STEEL CLASSIC GUIDES SECURED W/ (2) #10x 1.25 EXCEPT TOP AND BOTTOM HAD <2) 0. 125'x 3' MS WITH DOUBLE NUTS. L❑CKING THROW BOLT WAS MADE OF 0. 625' D I AM. SEMI -TUBE x 0. 154' THICK x 35' LONG AT BOTTOM AND 57.5 LONG AT TOP WITH THE 3' ENDS FILLED WITH A WELDED 0, 125' WIDE STEEL PLATE. THE STRIKE PLATE WAS MADE OF 0. 25' STEEL. 20 BOLT <2) PER ACTIVE AND INACTIVE STILE - 2.75x 4.5x0.085' NATIONAL BRAND THROW BOLT CONNECTED WITH (6) 1/4-20 SS MS AND NUTS. PART# NAME DESCRIPTI❑N 118 HINGE (4) PER LEAF - 3. 125' x 4. 9375" x 0. 078" STEEL SECURED TO PANEL AND FRAME W/ (8) #10X1.5 WOOD SCREWS. 119 LOCK (1) PER ACTIVE STILE - SCHELEGEL MULTI-B❑LT LOCK WITH BRASS KEEPER SET, 52mm BS 10' FULL LENGTH STAINLESS, WITH 0.25' STEEL STRIKE PLATE 120 BOLT (2) PER ACTIVE STILE - IVES MODEL 453 SECURED TO PANEL WITH (4) 0. 25' -20 SS MS AND NUTS. 120A BOLT (2) PER INACTIVE STILE - JARDINIER MASSARD BRAND VERROUS A ENTAILER REF 321 WITH 0.312' DIAM. x 0. 567' THROW AT TOP AND BOTTOM. THE STRIKE PLATE WAS MADE OF 0. 25' STEEL. 120B BOLT (2) PER INACTIVE STILE - 0.611' DIAMETER NATIONAL BRAND THROW BOLT CONNECTED WITH (6) 1/4-20 SS MS AND NUTS. MODEL A - HARDWARE OPTIONS 74 3/4" Cu MAXIMUM 97 18 18A 118 ACTIVE 18 18A 118 INACTIVE 74 7/8" 0 w U < U as V) V) LJ (L LD z r- a 18 18A 118 ACTIVE 18 18A 118 INACTIVE EXAMPLES HINGE LAY OUT ELEVATION 74 3/4' MAXIMUM 97 0 0 0 19A19A 0 INACTIVE 0 ACTIVE 74 7/8' X 20 Iii co 20 19 20 INACTIVE ACTIVE EXAMPLES LOCK & BOLTS LAY OUT ELEVATION 74 3/4" 18 18A 118 18 18A 118 MAXIMUM 98" 4 HINGES SPACED AT 26" ❑C ACTIVE INACTIVE 74 3/4' I MUM 98" 20 19 11 19A A 20 INACTIVE ACTIVE NOTES: 1- HARDWARE 18, 19, 19A, 20 CAN BE INTERCHANGEABLE BY 118, 119, 120, 120A, 120B AND VICE -VERSA 2- SINGLE LEAF DOORS WILL USE ONLY HARDWARE FROM ACTIVE LEAF. PREMIUM ESTATES S.A.C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODUCT: PREMIUM GLAZED SWING OUT WOOD DOOR LARGE & SMALL MISSILE ENGINEERING • • q.�•rt,g•J•�tr. CARS 44 .. . 55�5•Qje Dr. 201 • Davila.F1. 33314. Te�;(19r5; 585-Cti'117� •• ' Fa4:•() 1585-0305... ENCQ@AOL.GQM ... 0:::• ..c�as:.•TFa,.. . 52609 esS�4NALE��\` *.•sauna°� • • • JUL 1 0 2015 Engineer Seal Pedro De Figueiredo PE 52609 • • • ... • • • • • ... ... • • • • •• • .. •. • .• • • • • .• • • • • Date: 07/08/15 Scale: NA Design by: PPMF Drawing Number 15-202 SHEET 3 of 17 ... 72 12 10[ 1 I I 5 ANCHORS AT 4" OC 12 110 I • 72 72 72 12 12 4 12 12 ANCHORS AT 4" OC 12 110 L*- 71 —5 ANCHORS AT 4" OC 12 72 12 12 4 12 12 ANCHORS AT 4' ❑C 72 r` 4 ANCHORS 72 AT 8" ❑C 72 T 72 N N 1 7 4 2 ANCHORS AT 8" ❑C 4 1 ANCHORS 72 AT 8" ❑C 72 I rn U OL0- 0 U (U z- r — NI¢ 72 1 v) U CY 0 0 I a U cU z -� cot N 4 ANCHORS AT 8" ❑C 72 MODELS Al, A2 AND A3 - DOOR ANCHORAGE MAXIMUM 6'X8' AND 3'X8' MODELS RATED: +53,-70 PSF N 72 5 ANCHORS AT 4" ❑C L'�� 1j,94, 12 12 4 12 12 ANCHORS AT 4" ❑C 71 N 5 ANCHORS AT 10" ❑C 4 '2 ANCHORS AT 8" OC N 2 4 ANCHORS AT 8' ❑C TYPE DESCRIPTI❑N A 1/4' TAPC❑N/ ULTRACON W/ 1-3/4' INT❑ CONCRETE Al 1/4' TAPC❑N/ ULTRAC❑N W/ 1-3/4' INT❑ CONCRETE W/ 1X BUCK B 1/4' TAPCON/ ULTRACON 1-1/2' INTO 2X WOOD BUCK B1 1/4' TAPC❑N/ ULTRACON 1-1/2' INT❑ 2X WOOD BUCK W/ 1X BUCK D 1 /4' -14 GRADE 5 SDS INT❑ 1/8' METAL D1 1/4'-14 GRADE 5 SDS INT❑ 1/8' METAL W/ 1X BUCK E 1/4" TAPC❑N/ ULTRACON 1-3/4' INTO GF BLOCK W/ OR W/OUT IX BUCK 1- MINIMUM 3000 PSI CONCRETE 2- WOOD BUCK MADE OF PT SOUTHERN PINE (SG>=0.55) 3- ED - EDGE DISTANCE NOT INCLUDING WALL DRESSING 4- 1/8' METAL MADE OF 6063-T6 ALUMINUM OR ASTM A36 STEEL 5- 1X AND 2X BUCK TO BE PROPERLY DESIGNED BY OTHERS TO TRANSFER LOADS TO THE MAIN STRUCTURE 6- USE 2-1/2' EDGE DISTANCE FOR CONCRETE AND 3/4' FOR WOOD AND METAL 7- ANCHOR TYPE E APPLICABLE ONLY ON JAMBS t� U CL 0 0 = a U (U z— CJ ¢ 2 PREMIUM ESTATES S.A.C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODUCT: PREMIUM GLAZED SWING OUT WOOD DOOR LARGE & SMALL MISSILE ENGINEERING, • 55%5•Q:A}ge Dr. 201 . Davie, a 33314. • TeM:M1 5854j3t •' Fa4:.(M, 585-0305... ENWIMAOL.CODA 004 JUL 1 0 2015 Engineer Seal Pedro De Figueiredo PE 52609 0410 ••• • 000 ••• • • • Date: 07/08/15 Scale: NA Design by: PPMF Drawing Number 15-202 SHEET 4 of 17 .• • • •• • •• • • •• 000 •• • ••• • 000 • GLASS DLO 5 13— 14 15 ANCHORS TYPE A, Al, B, B1, D, D1 SPACED AS PER ELEVATION OPTIONAL HORIZONTAL MID PANEL O SILL 2 IF REQUIRED IX OR 2X PT WOOD BY OTHERS MUST BE PROPERLY ANCHORED IN ORDER TO TRANSFER LOAD TO THE STRUCTURE tiv FRAME HEIGHT X a � ANCHORS TYPE A OR B SPACED AS PER ELEVATION MODEL A - DOOR SECTIONS MAXIMUM 6'X8' AND 3'X8' MODELS RATED: +53,-70 PSF to ANCHORS TYPE A, Al, B, BI, D, D1, E SPACED AS PER ELEVATION FRAME WIDTH DOOR OPENING O LOCK STILES 7 �--GLAZING r 10 IF REQUIRED 1X OR 2X PT WOOD BY OTHERS MUST BE —PROPERLY ANCHORED IN ORDER TO TRANSFER LOAD TO THE STRUCTURE 5 11 5 8 5 r JAMB LOCK OJAMB HINGE 10 1 6 3 Iv 13 GLAZING 11 4 5 IF REQUIRED IX OR 2X PT WOOD BY OTHERS MUST BE PROPERLY ANCHORED IN ORDER TO TRANSFER LOAD TO THE STRUCTURE 18 14 ANCHORS TYPE A, Al, B, B1, D, D1, E SPACED AS PER ELEVATION EMBED. MAX. 4" SHIM EMBED. MAX. 4" SHIM ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE TO BE PROTECTED PER FBC 2326 PREMIUM ESTATES S.A.C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODUCT: PREMIUM GLAZED SWING OUT WOOD DOOR LARGE & SMALL MISSILE o ENGINEERING:. •e4••• 9.Enn(LIn •Jar. CA$1:§... • •• 5595 Orange Dr. 201 Davie rj. 33314 • • • Tel t9t4.)•585-07,4 • • • Faxi (.9.5.4) i585-030F • • • ENccO,(0,Q1 C4• : DE FIGU�� f'4 JUL 10 2015 Engineer Seal Pedro De Figueiredo PE 52609 • •• • •• •• •• • Date: 07/08/15 Scale: NA Design by: PPMF Drawing Number 15-202 SHEET 5 of 17 ••• ; • • ••• • •• ••• ••• •. ••• • • • • • GENERAL DESCRIPTION RECTANGULAR MAX. FRAME SIZE = 74 3/4" X 97 5/8" X 6" DEEP FRAME MAX. PANEL SIZE = 35 15/ 16" X 95 7/16' X 2 1/8" DEEP MINIMUM RAISED PANEL THICKNESS = 1 1/2" THICK MAX. GLASS SIZE = 26 3/4' X 84 1/4 X . 51 1 ' THICK MAX. GLASS DLO = 25 1/4" X 82 3/4" ARCHED MAX. FRAME SIZE = 73 3/4" X 97 1 /2" X 6" DEEP FRAME MAX. PANEL SIZE = 36 5/16' X 95 7/16" X 2 1/8" DEEP MINIMUM RAISED PANEL THICKNESS = 1 1/2" THICK MAX. GLASS SIZE = 27 1/4" X 84 1/4 X . 51 1 " THICK MAX, GLASS DLO = 25 3/4" X 82 3/4" ELLIPSE MAX. FRAME SIZE = 74 7/8' X 97 7/8" X 6" DEEP FRAME MAX. PANEL SIZE = 35 5/16" X 95 7/16" X 2 1/8' DEEP MINIMUM RAISED PANEL THICKNESS = 1 1/2" THICK MAX. GLASS SIZE = 27 1/4" X 84 1/4 X . 51 1 " THICK MAX. GLASS DLO = 25 5/8' X 82 3/4" WATER TEST PRESSURE: ±8 PSF (53.33 DP) FRAME & PANEL GENERAL NOTES 1- FRAME ASSEMBLY NOTES: EACH SOLID MAHOGANY WOOD FRAME HEAD, SILL & JAMBS ARE 6' DEEP AND THE CORNERS ARE BUTT JOINED WITH WOOD GLUE AND FASTENED WITH (4) #14X3' WOOD SCREWS IN EACH CORNER. 2- PANEL ASSEMBLY NOTES: EACH S❑LID MAHOGANY WOOD STILE & RAIL IS 2 1/8' DEEP AND THE CORNERS, 1/2'thick x3"x3" TENON AND WOOD GLUE JOINT. 3- INSTALLATION SEALANT NOTES: THE FRAME AND ALL EXPOSED INSTALLATION FASTENERS MUST BE PROPERLY SEALED WITH 'GE' STOCK GE012A SILICONE. MODELS Al, A2 AND A3 - DOOR BILL OF MATERIAL MAXIMUM 6'X8' AND 3'X8' MODELS RATED: +53,-70 PSF w no n8X1 1/2' WOOD SCREWS IMPACT GLASS n8X1 1/2' WOOD SCREWS IMPACT GLASS 118X1 1/2' WOOD SCREWS r=7 GLASS DESCRIPTION: 1- GLASSLAM SAFETY PLUS II <1) 3/16" ANNEALED GLASS SHEET + (1) 0. 10' POLYLAM, POLYURETHANE LAMINATING POLYMER MANUFACTURED BY GLASSLAM <1) 3/16' ANNEALED GLASS SHEET 2- GLAZING METHOD: GLASS GLAZED WITH SILIC❑NE DOW C❑RNING #995 0.9 X .051 THICK OVER A 3/4' GLASS BITE. 1 X 3/4' WOOD BEAD WAS CONNECTED TO THE RAILS & STILES WITH #8X 1 1/2' WOOD SCREWS AT 5'0C 3- WOOD PANELS DESCRIPTI❑N: 1 1/2' THICK SOLID PINE WOOD PANEL PLACED IN A 3/4' X 1 1/4' BEDDING IN RAILS AND STILES AND A 3/4' X 3/4' X 1/2' X .051' THICK C❑NTINUOUS GE WINDOW & DOOR STOCK # GE012A CLEAR SILIC❑NE BEAD. A 1/2 X 13/16 WOOD MOULDING CONNECTED WITH #8X1 1/2' WOOD SCREWS SPACED AT 9" OC. BILL OF MATERIALS ITEM# DESCRIPTION SIZE MATERIAL & REMARKS 1 FRAME HEADER 1. 75' x 6. 00" x 1. 50" MAHOGANY WOOD 2 FRAME SILL 1. 25' x 6. 00' x 0. 50' MAHOGANY WOOD 3 FRAME JAMB 1. 75'x 6. 00' x 1. 25' MAHOGANY WOOD 4 PANEL TOP RAIL 2. 13'x 5. 00" x 3. 50' MAHOGANY WOOD 5 PANEL BOTTOM RAIL 2. 13'x 7. 50' x 5. 38" MAHOGANY WOOD 6 PANEL HINGE STILE 2. 13'x 5. 00' x 4.50' MAHOGANY WOOD 7 PANEL LOCK STILE 2. 13'x 5. 00' x 3. 75' MAHOGANY 8 PANEL LOCK STILE 2. 13'x 5. 00' x 4.00' MAHOGANY 9 MAHOGANY WOOD BEAD 1. 00'x 0.75" Attached w/ #8x 1 1/2' wd screws 10 MAHOGANY WOOD BEAD 0. 75' x 1. 00' Attached w/ #8x 1 1/2' wd screws 11 MAHOGANY WOOD ASTRAGAL 1. 13'x 1. 75' Attached w/ #10x 2' wd screws at 12'oc 12 CLOSED CELL FOAM STRIP 0.5'x .625" FOAM TAPE FULL LENGTH OF SILL 13 Q'LON SEAL 8 FRAME/PANELS .58'x 0.65' SCHLEGEL #QDS-650 14 Q'LON SEAL 8 PANELS RAILS . 335' x .336' SCHLEGEL #QEZ320 15 SEALANT CLEAR SILICONE GE STOCK 012A 16 WOOD RAISED PANEL 1. 50" SOLID PINE 17 STRUCTURAL SILICONE .90x.051 DOW CORNING 995 PREMIUM ESTATES S.A.C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODUCT: PREMIUM GLAZED SWING OUT WOOD DOOR LARGE & SMALL MISSILE ENGINEERING:. • iing�a:if u. CA 8116 559t•Cfrin •e Dr. 201 Davie,•iI. 3314 • TelA ,gg4).585-0894 • % • Fax: 4 585-030 • , ENV, AOL.;Qt 1. ,tr • • •• ,� • Q. w •• t * STATES'' ) FsS�oNAL;��C� R�� JUL 10 2015 Engineer Seal Pedro De Figueiredo PE 52609 ••1 ••• • •• w • • • • •• l••. 0. • 001001 Date: 07/08/15 Scale: NA Design by: PPMF Drawing Number 15-202 SHEET 6 of 17 MAXIMUM 6'X10' AND 3'X10' MODELS - RATED: +53,-70 PSF PART# NAME DESCRIPTI❑N 118 HINGE (5) PER LEAF - 3. 125'x 4. 9375' x 0.078' STEEL SECURED TO PANEL AND FRAME W/ (8) # 10X 1. 5 WOOD SCREWS. 119 LOCK (1) PER ACTIVE STILE - SCHELEGEL MULTI -BOLT LOCK WITH BRASS KEEPER SET, 52mm BS 10' FULL LENGTH STAINLESS, WITH 0. 25' STEEL STRIKE PLATE 120 BOLT (2) PER ACTIVE STILE - IVES MODEL 453 SECURED TO PANEL WITH (4) 0. 25' -20 SS MS AND NUTS. 120A FLUSH BOLT (2) PER INACTIVE STILE - JARDINIER MASSARD BRAND VERR❑US A ENTAILER REF 321 WITH 0.312' DIAM. x 0. 567' THROW AT TOP AND BOTTOM. THE STRIKE PLATE WAS MADE OF 0.25' STEEL. 120B BOLT (2) PER INACTIVE STILE - 0.611' DIAMETER NATIONAL BRAND THROW BOLT CONNECTED WITH (6) 1/4-20 SS MS AND NUTS. MODEL B - HARDWARE OPTIONS 75' w U 0D 0 0 Z I- Q �1 1 m 118 118 r//,--118 1 18 ACTIVE -II 1- 118 118 118 118 118 INACTIVE 75' MAXIMUM 122" 118 r„,,_118 ACTIVE 118 E INACTIVE EXAMPLES HINGE LAY OUT ELEVATION nl INACTIVE b ACTIVE 75' 1208 CU X X X EXAMPLES LOCK & BOLTS LAY OUT ELEVATION 120A 120B INACTIVE 120A� L 120 119 120 (ACTIVE 1 75' — — Ik\---118 r/--118 r/-116 1/-118 r/--118 i 118-71 118 E 116—\\I 118� 118--\\41 MAXIMUM 122" 5 HINGES SPACED AT 25" UC ACTIVE INACTIVE 75' — 120B MAXIMUM 122" 120A 120B 120 i,-119 120 INACTIVE ACTIVE NOTE: 1- SINGLE LEAF DOORS WILL USE ONLY HARDWARE FROM ACTIVE LEAF. 120A PREMIUM ESTATES S.A.C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODUCT: PREMIUM GLAZED SWING OUT WOOD DOOR LARGE & SMALL MISSILE ENGINEERING: EngUo 3J nr. CA 8116 5595 Orange Dr. 201 Davie, FI. 33314 Tel.: (954) 585-0304 Fax: (954) 585-0305 ENGCO@AOL.FOM• • ,lc• '"'• •••�. ar E Fl. SF: i. po • • • • 69 •.N6.-�'6.. _ • :••ii {.• ,`�.•••• li••1 am.rl.• • ? ••r.•.ETA `,\II • : Cr i••I <:((a o. JUL 10 2015 Engineer Seal Pedro De Figueiredo PE 52609 Date: 07/08/15 Scale: NA Design by: PPMF Drawing Number 15-202 SHEET 7 of 17 72 • 12 8� 18 I IIUII 1 —6 ANCHORS AT 4" ❑C 12 72 • a 72- 6 ANCHORS AT 4" ❑C 71 2 O • CI1 12 4 12 ANCHORS AT 4' OC 12 12 4 12 12 ANCHORS AT 4" ❑C 12 2 72 (/) U CY0 0 =a U (U Z F- r` 1 71 2 4 1 ANCHORS 72 AT 8" DC 72 1-1 O MODELS B1, B2 AND B3 - DOOR ANCHORAGE MAXIMUM 6'X10' AND 3'X10' MODELS RATED: +53,-70 PSF U CD U CD i11I -7 1 4 1 �1 • 72 ANCHORS 72 AT 8" OC 5 ANCHORS AT 10" ❑C 4 ANCHORS AT 8" ❑C (/) U Oo 0 U(U Z� ma (0) INCREASE AMOUNT OF ANCHORS TO 7 AT 10 1/2' OC WHEN HEADER/SILL FRAMING ARE ANCHORED INTO CONCRETE WITH IX WOOD BUCK 14 72 ANCHORS AT 8' OC 1 2 71 2 6 ANCHORS AT 4" ❑C 18 12 72 lilt I 12 12 12 4 ANCHORS AT 4' ❑C 72 4 1 ANCHORS 72 AT 8" OC 72 (/) U CL 0 0 S ' U CU — Z F- — Us Q 71 2 0 f 1 4 ANCHORS AT 8' DC 72 TYPE DESCRIPTION A 1/4' TAPCON/ ULTRACON W/ 1-3/4' INTO CONCRETE Al 1/4' TAPCON/ ULTRAC❑N W/ 1-3/4' INTO CONCRETE W/ 1X BUCK B 1/4' TAPCON/ ULTRACON 1-1/2' INTO 2X WOOD BUCK B1 1/4' TAPCON/ ULTRACON 1-1/2' INT❑ 2X WOOD BUCK W/ 1X BUCK D 1/4'-14 GRADE 5 SDS INT❑ 1/8' METAL D1 1/4'-14 GRADE 5 SDS INT❑ 1/8' METAL W/ 1X BUCK E 1/4' TAPCON/ ULTRAC❑N 1-3/4' INT❑ GF BLOCK W/ OR W/OUT 1X BUCK 1- MINIMUM 3000 PSI CONCRETE 2- WOOD BUCK MADE OF PT SOUTHERN PINE (SG>=0, 55) 3- ED - EDGE DISTANCE NOT INCLUDING WALL DRESSING 4- 1/8" METAL MADE OF 6063-T6 ALUMINUM OR ASTM A36 STEEL 5- 1X AND 2X BUCK TO BE PROPERLY DESIGNED BY OTHERS TO TRANSFER LOADS THE MAIN STRUCTURE 6- USE 2-1/2' EDGE DISTANCE FOR CONCRETE AND 3/4' FOR WOOD AND METAL 7- ANCHOR TYPE E APPLICABLE ONLY ON JAMBS TO PREMIUM ESTATES S.A.C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODUCT: PREMIUM GLAZED SWING OUT WOOD DOOR LARGE & SMALL MISSILE ENGINEERING: EngTo Jnr. CA 8116 5595 Orange Dr. 201 Davie, FI. 33314 Tel.: (954) 585-0304 Fax: (954) 585-0305 ENGCO@AOL.GOM • • ••• ....AV' DE. .r/f.V.4: V4. kCiii7;:nk :ii.L4a...ii.. /•.Ndt 526119 .•; •i N:21?e!! d•n •''• JUL 10 2015 Engineer Seal Pedro De Figueiredo PE 52609 Date: 07/08/15 Scale: NA Design by: PPMF Drawing Number 15-202 SHEET 8of17 z IV J 0 15 —� 5 14 13- 4 ca LJ LJ ir-I f-2 ANCHORS TYPE A, Al, B, B1, D, D1 SPACED AS PER ELEVATION DOOR OPEN ING r- IF REQUIRED IX OR 2X PT WOOD BY OTHERS MUST BE PROPERLY ANCHORED IN ORDER TO TRANSFER LOAD TO THE STRUCTURE HEAD O OPTIONAL HORIZONTAL MID PANEL SILL ANCHORS TYPE A OR B SPACED AS PER ELEVATION MODELS B1, B2 AND B3 - DOOR SECTION MAXIMUM 6'X10' AND 3'X10' MODELS RATED: +53,-70 PSF 0 0 7 ANCHORS TYPE A, Al, B, Bi, D, D1, E SPACED AS PER ELEVATION FRAME WIDTH DOOR OPENING ) 1 WOOD PANEL 5 11 III II II 0 8 9 LOCK STILES 3 9\ 6 ti 6 WOOD PANEL h.14H k ) O JAMB LOCK 11 4 9 5 O JAMB HINGE IF REQUIRED IX OR 2X PT WOOD BY OTHERS MUST BE —PROPERLY ANCHORED IN ORDER TO TRANSFER LOAD TO THE STRUCTURE IF REQUIRED IX OR 2X PT WOOD BY OTHERS MUST BE —PROPERLY ANCHORED IN ORDER TO TRANSFER LOAD TO THE STRUCTURE ANCHORS TYPE A, Al, B, B1, D, DI, E SPACED AS PER ELEVATION EMBED. LJ A- LLJ MAX. 1/4` SHIM W 0 <n LJ PREMIUM ESTATES S.A.C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODUCT: PREMIUM GLAZED SWING OUT WOOD DOOR LARGE & SMALL MISSILE ENGINEERING: EngTo Jnr. CA 8116 5595 Orange Dr. 201 Davie, FI. 33314 Tel.: (954) 585-0304 Fax: (954) 585-0305 ENGCO@AOL.COM • • • • •• • • • sof.••••..r•2. • ,.�on. ............. Gl/F • '1c 4.. *•> • • • • • • ••• di s, %. • •S�i•Ti ••• 4 s•. :.. 260a. - 0;.. •••• a *+• • • � • N•• FOA% ��.... JUL 1 0 2015 Engineer Seal Pedro De Figueiredo PE 52609 ..• • • • • • • • • • Date: 07/08/15 Scale: NA Design by: PPMF Drawing Number 15-202 SHEET 9of 17 • •• • • .• •• • • •• • •• • GENERAL DESCRIPTION MAX. FRAME SIZE = 75" X 122"X 6" DEEP FRAME MAX, PANEL SIZE = 35 15/ 16" X 120 5/16" X 2 1/8" DEEP MAX. S❑LID RAISED PANEL = 27 13/16 X 74 X 1 1/2' THICk MINIMUM RAISED PANEL THICKNESS = 1 1/2" THICK MAX. GLASS SIZE = 26 3/4" X 84 1/4 X .511" THICK WATER TEST PRESSURE: ±8 PSF (53. 33 DP) FRAME & PANEL GENERAL NOTES 1- FRAME ASSEMBLY NOTES: EACH S❑LID MAHOGANY WOOD FRAME HEAD, SILL & JAMBS ARE 6' DEEP AND THE CORNERS ARE BUTT JOINED WITH WOOD GLUE AND FASTENED WITH (4) #14X3' WOOD SCREWS IN EACH CORNER. 2- PANEL ASSEMBLY NOTES: EACH SOLID MAHOGANY WOOD STILE & RAIL IS 2 1/8' DEEP AND THE CORNERS, 1/2'thick x3"x3' TENON AND WOOD GLUE JOINT. 3- INSTALLATION SEALANT NOTES: THE FRAME AND ALL EXPOSED INSTALLATI❑N FASTENERS MUST BE PROPERLY SEALED WITH 'GE' STOCK GE012A SILICONE. MODELS B1, B2 AND B3 - DOOR BILL OF MATERIAL MAXIMUM 6'X10' AND 3'X10' MODELS RATED: +53,-70 PSF #8X1 1/2' WOOD SCREWS IMPACT GLASS #8X1 1/2' WOOD SCREWS IMPACT GLASS #8X1 1/2' WOOD SCREWS GLASS DESCRIPTI❑N: 1- GLASSLAM SAFETY PLUS II (1) 3/16' ANNEALED GLASS SHEET + (1) 0. 10' POLYLAM, POLYURETHANE LAMINATING POLYMER MANUFACTURED BY GLASSLAM (1) 3/16' ANNEALED GLASS SHEET 2- GLAZING METHOD: GLASS GLAZED WITH SILIC❑NE DOW CORNING #995 0.9 X .051 THICK OVER A 3/4' GLASS BITE. 1 X 3/4' WOOD BEAD WAS CONNECTED TO THE RAILS & STILES WITH #8X 1 1/2' WOOD SCREWS AT 5'0C 3- WOOD PANELS DESCRIPTI❑N: 1 1/2' THICK SLID PINE WOOD PANEL PLACED IN A 3/4' X 1 1/4' BEDDING IN RAILS AND STILES AND A 3/4' X 3/4' X 1/2' X .051' THICK CONTINUOUS GE WINDOW & DOOR STOCK # GE012A CLEAR SILICONE BEAD. A 1/2 X 13/16 WOOD M❑ULDING CONNECTED WITH #8X1 1/2' WOOD SCREWS SPACED AT 9' OC. BILL OF MATERIALS ITEM# DESCRIPTION SIZE MATERIAL & REMARKS 1 FRAME HEADER 1. 75" x 6. 00" x 1. 25' MAHOGANY WOOD 2 FRAME SILL 1. 25' x 6. 00" x 0. 50' MAHOGANY WOOD 3 FRAME JAMB 1. 75' x 6. 00" x 1. 25' MAHOGANY WOOD 4 PANEL TOP RAIL 2. 13'x 5. 25' x 4. 25" MAHOGANY WOOD 5 PANEL BOTTOM RAIL 2. 13'x 9. 75'x 9.50' MAHOGANY WOOD 6 PANEL HINGE STILE 2, 13'x 4. 89" x 3.89' MAHOGANY WOOD 7 PANEL LOCK STILE 2. 13'x 5. 13'x 4. 13' MAHOGANY 8 RAISE PNL HOR. STILE 2. 13'x 6. 00' x 4. 00' MAHOGANY 9 MAHOGANY WOOD BEAD 1. 00'x 0.75' Attached w/ #8x 1 1/2' wd screws 10 MAHOGANY WOOD BEAD 0.75"x 1.00' Attached w/ #8x 1 1/2' wd screws 11 MAHOGANY WOOD ASTRAGAL 1.13'x 1. 75' Attached w/ #10x 2' wd screws at 12'oc 12 CLOSED CELL FOAM STRIP 0.5"x .625' FOAM TAPE FULL LENGTH OF SILL 13 Q'L❑N SEAL @ FRAME/PANELS .58"x 0.65' SCHLEGEL #QDS-650 14 Q'LON SEAL @ PANELS RAILS . 335" x . 336' SCHLEGEL #QEZ320 15 RAISED PANEL 1.5'thk SOLID PINE 16 SEALANT - CLEAR SILICONE GE STOCK #012A 17 CLEAR SILIC❑NE .75x.50x.051 Thk GE STOCK #012A PREMIUM ESTATES S.A.C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODUCT: PREMIUM GLAZED SWING OUT WOOD DOOR LARGE & SMALL MISSILE ENGINEERING: Eng(o .Jnr. CA 8116 5595 Orange Dr. 201 Davie, FI. 33314 Tel.: (954) 585-0304 Fax: (954) 585-0305 ENGCO@AOL.COM • • • • • -••w••••p• DE• �• �• • it .11 1'104. 1.• 52609 O. • •.•• •: 40. t • •.•. •:. .. t V • �•• •.� JUL ! 9 2015 Engineer Seal Pedro De Figueiredo PE 52609 Date: 07/08/15 Scale: NA Design by: PPMF Drawing Number 15-202 SHEET 10of17 ••• • • • ••• • ••• • •• • •• ••• � • ••• • •.• • MAXIMUM 6'X10' AND 3'X10' MODELS - RATED: +75,-83 PSF PART# NAME DESCRIPTION 218 HINGE (5) PER LEAF - CUSTOM 0. 84" x 7. 25" x 0. 25" STEEL PLATES WITH 0.75" STEEL PIN HOLDER WITH 0.313 STEEL PIN AND WASHER HINGE MANUFACTURED BY PREMIUM ESTATES. THE HINGE WAS SECURED TO FRAME W/ (5) 0. 25" x 1" MS NUT AND WASHER AND SECURED TO THE PANEL WITH (5) #12x 3' WOOD SCREWS. 219 LOCK (1) PER ACTIVE STILE - MUL-T-LOCK MODEL SERIES 700 LOCK, SINGLE LATCH ONLY. 219A LOCK (1) PER INACTIVE STILE - CUSTOM TWO POINT LOCK WITH 0.75' DIAMETER STEEL RODS EXTENDING 1" THROUGH PANEL LOCK STILE AND INTO FRAME GOING THROUGH FRAME AND SASH LOCK REINFORCEMENT PLATES. THE LOCK WAS OPERATED BY A HANDLE AT 37" FROM THE BOTTOM OF PANEL. 220 BOLT (2) PER INACTIVE STILE - TOP 50" LONG 0,75' DIAMETER STEEL ROD WITH 1" DIAM. RINGS WELDED 3. 5" AND 19. 75" FROM END OF THE ROD. BOTTOM 16. 75" LONG 0. 75" DIAMETER STEEL ROD WITH 1" DIAM. RINGS WELDED 3. 5' AND 9" FROM END OF THE ROD. EACH ROD WAS SUPPORTED BY (2) 2" x 3. 125" x 0. 25"STEEL GUIDE PLATES WITH 1. 375' RINGS WELDED ATOP EACH PLATE TO GUIDE THE LOCKING ROD. THE RODS PENETRATED 1' THROUGH THE FRAME MOULDING. THE TOP AND BOTTOM GUIDE PLATES WERE CENTERED 1. 75" FROM EDGE OF DOOR. MAXIMUM 6'X10' AND 3'X10' MODELS - RATED: +75,-83 PSF PART# NAME DESCRIPTION 318 HINGE (5) PER LEAF - CUSTOM 7. 6" x 2. 89" SOLID BRASS HINGES BY PREMIUM ESTATES SECURED TO THE DOOR AND FRAME WITH (8) #12x 2 PFH SMS 319 LOCK (1) PER INACTIVE STILE - DEADLOCK AND LOCK HANDLE WERE ATTACHED AT 43" AND 46. 25" RESPECTIVELY FROM THE TOP OF THE DOOR. 320 BOLT ( 2) PER ACTIVE STILE - TOP 0. 875" x 60. 25" LONG SURFACE BOLTS BY AZBE, MODEL #8912-90, WAS ATTACHED TO THE DOOR STILE WITH 3 STEEL PLATES. THE PLATES WERE ATTACHED TO THE DOOR STILE EACH USING (4) #12x 2' PFH SMS. BOTTOM 0. 875" x 20. 25" LONG SURFACE BOLTS BY AZBE, MODEL #8912-90, WAS ATTACHED TO THE DOOR STILE WITH 2 STEEL PLATES. THE PLATES WERE ATTACHED TO THE DOOR STILE EACH USING (4) #12x 2' PFH SMS. 320A BOLT (2) PER INACTIVE STILE - TOP 0, 875' x 60. 25" LONG SURFACE BOLTS BY AZBE, MODEL #8912-90, WAS ATTACHED TO THE DOOR STILE WITH 3 STEEL PLATES. THE PLATES WERE ATTACHED TO THE DOOR STILE EACH USING (4) #12x 2" PFH SMS. BOTTOM 0. 875" x 20. 25' LONG SURFACE BOLTS BY AZBE, MODEL #8912-90, WAS ATTACHED TO THE DOOR STILE WITH 2 STEEL PLATES. THE PLATES WERE ATTACHED TO THE DOOR STILE EACH USING (4) #12x 2' PFH SMS. MODEL C - HARDWARE OPTIONS 75-1 /2" HINGE LAY OUT ELEVATION 75-1 /2" MAXIMUM 121-7/8' 219 220 219A 220 ACTIVE INACTIVE LOCK & BOLTS LAY OUT ELEVATION MAXIMUM 122-3/8" 0 (U A U < U ao N ('") LA CU 0 z x u� 72-5/8" 218 318 218 318� 318 218 318 218 318 ACTIVE 72-5/8" 0 320 0 319 VD v 320 320 320 ACTIVE INACTIVE — 72-5/8" lk"-218 218-----1 318 318 218 318 218 318� AXIMUM 110' HINGES SPAC AT 23' DC 218 218 318 318� 218 I It 218 318 318—Ni 218 318 218� 318 INACTIVE ACTIVE 72-5/8" MAXIMUM 110' -�46-1/4xn 320 1 319—\\I I//__320 320 320—\\ ACTIVE 8 INACTIVE NOTES: 1- HARDWARE 218, 219, 219A, 220 CAN BE INTERCHANGEABLE BY 318, 319, 320, 320A AND VICE -VERSA 2- SINGLE LEAF DOORS WILL USE ONLY HARDWARE FROM ACTIVE LEAF. PREMIUM ESTATES S.A.C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODUCT: PREMIUM GLAZED SWING OUT WOOD DOOR LARGE & SMALL MISSILE ENGINEERING: ErtgCIn .Ifni. CA8116 5595 Orange Dr. 201 Davie, FI. 33314 Tel.: (954) 585-0304 Fax: (954) 585-0305 ENGCO@AOL.COM • - • ,• • �••, /0NAI:'k fi••''' JUL 1 0 2015 •- 52609 -••- . •• Engineer Seal Pedro De Figueiredo PE 52609 Date: 07/08/15 Scale: NA Design by: PPMF Drawing Number 15-202 SHEET 11 of 17 ••• - • • •.• • ••• • •• • •- .•• - •• ••• • ••• • 44 24 ANCHORS INTO 2 ROWS AT 10' DC O 1 I1IIIII I- i a[- 5 —II- 11 11 ANCHORS 11 11 AT 4' DC MODEL C3 - DOOR ANCHORAGE FULL ARCHED FRENCH OUTSWING DOOR MAXIMUM 6'X10' AND 3'X10' MODELS RATED: +75,-83 PSF 44 0.3 44 10 ANCHORS INT❑ 2 ROWS AT 10' DC 4 ANCHORS AT 10' DC 44 1- CU 44 TYPE DESCRIPTI❑N A 1/4' TAPCON/ ULTRACON W/ 1-3/4' INT❑ CONCRETE Al 1/4' TAPCON/ ULTRACON W/ 1-3/4' INTO CONCRETE W/ 1X BUCK B 1/4' TAPCON/ ULTRACON 1-1/2' INT❑ 2X WOOD BUCK B1 1/4' TAPCON/ ULTRACON 1-1/2' INT❑ 2X WOOD BUCK W/ 1X BUCK D 1/4'-14 GRADE 5 SDS INT❑ 1/8' METAL D1 1/4'-14 GRADE 5 SDS INT❑ 1/8' METAL W/ 1X BUCK E 1/4' TAPCON/ ULTRACON 1-3/4' INT❑ GF BLOCK W/ OR W/OUT 1X BUCK 1- MINIMUM 3000 PSI CONCRETE 2- WOOD BUCK MADE OF PT SOUTHERN PINE (SG>=0.55) 3- ED - EDGE DISTANCE NOT INCLUDING WALL DRESSING 4- 1/8' METAL MADE OF 6063-T6 ALUMINUM OR ASTM A36 STEEL 5- 1X AND 2X BUCK TO BE PROPERLY DESIGNED BY OTHERS TO TRANSFER LOADS THE MAIN STRUCTURE 6- USE 2-1/2' EDGE DISTANCE FOR CONCRETE AND 3/4' FOR WOOD AND METAL 7- ANCHOR TYPE E APPLICABLE ONLY ON JAMBS TO O O o ANCHORS AT 10' OC 44 CU PREMIUM ESTATES S.A.C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODUCT: PREMIUM GLAZED SWING OUT WOOD DOOR LARGE & SMALL MISSILE ENGINEERING: q.EngTio Jnr. CA 8116 5595 Orange Dr. 201 Davie, FI. 33314 Tel.: (954) 585-0304 Fax: (954) 585-0305 ENGCO@AOL.C9M • • • • • .• o • *-. ▪ 1*: .ps•r$TA ,r ANAL e • JUL 1 0 2015 Engineer Seal Pedro De Figueiredo PE 52609 • • • • • • • Date: 07/08/15 Scale: NA Design by: PPMF Drawing Number 15-202 SHEET 12 of 17 � • ••• • • • • • •• •• ••• • •• • ••• • ••• • 10 L EDGE DIST. -100 IT- -- 28 -- i N 10 COPT 4 IFACO _J 3 5 6 10A 10A 10A 10A #6X 1 1/2' SMS 3' FROM ENDS AND SPACED AT 13' OC TWO ROWS ANCHORS TYPE A, Al, B, BI, D, Di SPACED AS PER ELEVATI❑N IF REQUIRED IX OR 2X PT WOOD BY OTHERS MUST BE PROPERLY ANCHORED IN ORDER TO TRANSFER LOAD TO THE STRUCTURE ARCH STRAP DO❑R OPENING FRAME HEIGHT X - ¢-x HEAD 0 OPT I❑NAL HORIZONTAL MID PANEL SILL 10A MODEL C3 - DOOR SECTIONS FULL ARCHED FRENCH OUTSWING DOOR MAXIMUM 6'X10' AND 3'X10' MODELS RATED: +75,-83 PSF 10A /( ) 10— 0 9 6Tz 0 11 FRAME WIDTH DOOR OPENING IfTICO (U O LOCK STILES ft_2_1 2 C J` ANCHORS TYPE A OR B SPACED AS PER ELEVATION 10 C O 7 JAMB LOCK 1 6 r ANCHORS TYPE A, Al, B, B1, D, D1, E SPACED AS PER ELEVATI❑N ,(-10A l 8 5 IF REQUIRED IX OR 2X PT WOOD BY OTHERS MUST BE PROPERLY ANCHORED IN ORDER TO TRANSFER LOAD TO THE STRUCTURE 10 10A r7 2 2-- 10 _A ANCHORS TYPE A, Al, B, BI, D, D1, E SPACED AS PER ELEVATION M MAX. 1/4' SHIM REINFORCEMENTS ASTRAGAL W/ REINF. ATTACHED TO INACTIVE STILE WITH GLUE AND (9) #6X1 5/8' SMS 6 7/8' FROM ENDS AND 13 1/4' OC. INNACTIVE STILE ASTRAGAL W/ REINF. ATTACHED TO INACTIVE STILE WITH GLUE AND (9) #6X1 5/8" SMS 6 7/8' FROM ENDS AND 13 1/4" OC. 7 IF REQUIRED 1X OR 2X PT WOOD BY OTHERS MUST BE PROPERLY ANCHORED IN ORDER TO TRANSFER LOAD TO THE STRUCTURE LJ U W Z L7 Q G1 H W V1 al 8 O JAMB HINGE 18 MAX. 1/4' SHIM (3) 1/4'X3 1/4' TAPCONS SPACED AT 4' OC TOP LOCK GUIDE PLATE 1/4X1 1/2' X 10 1/2' STEEL PLATE BOTTOM LOCK GUIDE PLATE 1/4X1 1/2' X 17' STEEL PLATE (6) 1/4'X3 1/4' TAPCONS SPACED AT 3' OC LOCK STILE LOCK REINF. STEEL PLATE 2X72' XO. 14' ATTACHED TO 1/2X4X1 1/4"X1/8" CHANNEL WITH (9) #10X1/2' PHMS SPACED AT 2. 5, 5. 75, 10, 20. 25, 34. 5, 44. 5, 53. 375, 62. 125, 69. 5' FROM BOTTOM PREMIUM ESTATES S.A.C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511)610-9110 PRODUCT: PREMIUM GLAZED SWING OUT WOOD DOOR LARGE & SMALL MISSILE ENGINEERING: CA 8116 5595 Orange Dr. 201 Davie, FI. 33314 Tel.: (954) 585-0304 Fax: (954) 585-0305 ENGCO@AOL.COM • • • • • • ,,,� • ......O,., • et.:$. • . E •.,. •. • i• * • • • lo o • •bTA • d = .• ENS,• ............... •. 5260a• •�° ;•• F /s ♦• .� �F''• �� 0 R. ti •• �E* *% • JUL 1 0 2015 Engineer Seal Pedro De Figueiredo PE 52609 • Date: 07/08/15 Scale: NA Design by: PPMF Drawing Number 15-202 SHEET 13of17 ••.. • • • • • • • • • • • • • ••• • • ••• ••.• • • • ••.• • ••• • • GENERAL DESCRIPTIDN MAX. FRAME S I ZE = 74 1/2" X 121 7/8" X 6" DEEP FRAME MAX. PANEL S I ZE = 37 1/2" X 119 3/4" X 2 1/2' DEEP MAX. RAISED PANEL S I ZE = 24 1/2' X 105" X 1. 5" WATER TEST PRESSURE: ±11. 25 PSF (75 DP) CORNER CONSTRUCTION: BUTT JOINED WITH JAMB MEMBER RABBITED TO 1 1/8'. GLUE WAS APPLIED TO EACH CORNER AND JOINED WITH (3) #12X3 PHWS NOTCH JAMB 1 1/8' TO FIT SILL (3) #12X3 PH WOOD SCREWS ARCH STRAP CONSTRUCT ION: THE CURVE HEAD AND THE JAMBS WERE BUTT JOINED USING 1/4X3X1/2' TENON AND GLUE. THE STEEL STRAP MADE OF 1/4X2X141' WAS ATTACHED TO WOOD FRAMING WITH (17) #12X1 1/4' WOOD SCREWS. #12x1 1/4' WOOD SCREWS AT 8 5/8" OC v 0 0 0• 000 3 \ voo \ X (n u 3 —w xz � N v 0 0 . 00 3 \ 1/) v o3 X (%o OJ -mow EY LJ MODEL C3 - DOOR MISCELANEOUS FULL ARCHED FRENCH OUTSWING DOOR MAXIMUM 6'X10' AND 3'X10' MODELS RATED: +75,-83 PSF GLAZING DETAIL 1 1/8' DOW 995 SILICONE BEDDING ON GLASS STOP AND 3/4' UNDER THE GLASS STOP EXTERIOR GLASS STOP GLUE TO SASH WITH HENKEL #BF-2052 ACTIVE LEAF: GLASSLAM SAFETY PLUS 11 LAMINATED GLASS WITH 1 3/4' PERIMETER PET FLAP EXTENDING 1/2' INTO INTERLAYER. 0.572' TOTAL THICKNESS MADE OF TWO LAYERS OF .221' GLASS AND . 13' SP II INTERLAYER INTERIOR GLASS STOP OVER 3/4' OF PET FILM AND 995 DOW SILICONE AND #12X2 WOOD SCREWS. (14 AT HINGE -SASH, 5 AT BOTTOM RAIL AND 9 ON LOCK STILE) PANEL ATTACHMENT DETAIL PANEL GLUE TO SASH W/ HENKEL #BF-2052 10 w� cu m EXTERIOR STOP GLUE TO SASH WITH HENKEL #BF-2052 WOOD PANEL INTERIOR STOP OVER 995 DOW SILICONE AND #12X2 WOOD SCREWS. (14 AT HINGE SASH, 5 AT BOTTOM RAIL AND 9 ON LOCK STILE) 10A BILL OF MATERIALS ITEM# DESCRIPTION SIZE REMARKS 1 FRAME (ARCH HEADER) 2.00' x 6. 00' LAMINATED MAHOGANY 2 FRAME (JAMB) 2.00' x 6.00' LAMINATED MAHOGANY 3 FRAME (SILL) 2.00' x 6.00' LAMINATED MAHOGANY 4 FRAME (SILL BUMPER) 0. 69' x 1. 75' LAMINATED MAHOGANY 5 SASH (ARCH RAIL) 2. 60' x 6. 62' LAMINATED MAHOGANY 6 SASH (BOTTOM RAIL) 2.60' x 9.21' LAMINATED MAHOGANY 7 SASH (HINGE RAIL) 2.60' x 6. 50' LAMINATED MAHOGANY 8 SASH (LOCK RAIL) 2.60' x 6. 44' LAMINATED MAHOGANY 9 SASH (INACTIVE RAIL) 2.60' x 6.44' LAMINATED MAHOGANY 10 SASH (EXT. STOP) 2.25' x 1. 69' LAMINATED MAHOGANY 10A SASH (INT. STOP) 2. 25' x 1. 69' LAMINATED MAHOGANY 11 SASH (INT. ASTRAGAL) 2.25' x 2.06' LAMINATED MAHOGANY 12 BOTTOM & HINGE REINF. 1. 00' x 0. 25' STEEL 13 ASTRAGAL REINF. 0. 63' x 0. 63' STEEL 14 LOCK RAIL REINF. 0.25' CHANNEL STEEL 15 WEATHER STRIPPING DEBD6650-B97 VINYL 16 WEATHER STRIPPING OEZ-320-BRZ VINYL PREMIUM ESTATES S. A.C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODUCT: PREMIUM GLAZED SWING OUT WOOD DOOR LARGE & SMALL MISSILE ENGINEERING: •EnlgQ n 31Zr'. CA 8116 5595 Orange Dr. 201 Davie, FI. 33314 Tel.: (954) 585-0304 Fax: (954) 585-0305 ENGCO@AOL.COM • • • • • • '10 •••...'' sit, tilany.00\52609 : * *.*•i,.';Or ' 44`NAla•,,'''I'IIII11''',•,' JUL. 1 0 2015 Engineer Seal Pedro De Figueiredo PE 52609 •• •• • • • • • • • • • Date: 07/08/15 Scale: NA Design by: PPMF Drawing Number 15-202 SHEET 14of 17 • • • .•• • •.. • •• • .• •.• � • • • • • • • • • U O N 4 ANCHORS AT 6" ❑C Ao\c' / A O 9 ANCH❑RS AT 10 ANCHORS AT 4" ❑C 2 ROWS 4 ANCHORS AT 6" OC 9_ 2 2 ANCHORS AT ANCHORS AT 10-1/2' OC 8 10-1/2' OC ANCHORS AT 4" OC 1. 2 ROWS;, o\ 4 ANCHORS --- AT 6' ❑C U D N 9 ANCHORS AT 1 MODEL C1 & C2 - DOOR ANCHORAGE RECTANGULAR & ELLIPSE FRENCH OUTSWING DOOR MAXIMUM 6'X10' AND 3'X10' MODELS RATED: +75,-83 PSF 4 ANCHORS AT 4" OC 2 ROWS u O (U 10 ANCHORS AT 9 1 4 2 ANCHORS ANCHORS AT AT 4'0C 10-1 /2' DC 2 ROWS m m 9 ANCH❑RS AT 10 4 ANCHORS 4 4 ANCHORS AT 4" DC ANCHORS ANCHORS AT 6' OC 2 ROWS AT 6" OC AT 6' ❑C fiuu11 -8I9- 0 2 2 ANCHORS AT ANCHORS AT 10-1/2' ❑C 8 10-1/2' ❑C ANCHORS AT 4" ❑C 2 ROWS TYPE DESCRIPTION A 1/4' TAPCDN/ ULTRACON W/ 1-3/4' INT❑ CONCRETE Al 1/4' TAPCON/ ULTRACON W/ 1-3/4' INTO CONCRETE W/ 1X BUCK B 1/4' TAPCON/ ULTRACON 1-1/2' INTO 2X WOOD BUCK B1 1/4' TAPCON/ ULTRACON 1-1/2' INTO 2X WOOD BUCK W/ 1X BUCK D 1/4"-14 GRADE 5 SDS INTO 1/8' METAL D1 1/4'-14 GRADE 5 SDS INTO 1/8" METAL W/ 1X BUCK E 1/4' TAPCON/ ULTRACON 1-3/4' INTO GF BLOCK W/ OR W/OUT 1X BUCK 1- MINIMUM 3000 PSI CONCRETE 2- WOOD BUCK MADE OF PT SOUTHERN PINE (SG>=0. 55) 3- ED - EDGE DISTANCE NOT INCLUDING WALL DRESSING 4- 1/8' METAL MADE OF 6063-T6 ALUMINUM OR ASTM A36 STEEL 5- 1X AND 2X BUCK TO BE PROPERLY DESIGNED BY OTHERS TO TRANSFER LOADS THE MAIN STRUCTURE 6- USE 2-1/2' EDGE DISTANCE FOR CONCRETE AND 3/4' FOR WOOD AND METAL 7- ANCHOR TYPE E APPLICABLE ONLY ON JAMBS TO 9 ANCH❑RS AT O 4 ANCHORS AT 4" ❑C 2 ROWS 9 �l f 4 2 ANCHORS ANCHORS AT AT 4' DC 10-1 /2' ❑C 2 ROWS PREMIUM ESTATES S.A.C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODUCT: PREMIUM GLAZED SWING OUT WOOD DOOR LARGE & SMALL MISSILE ENGINEERING: EugTn Jnt. CA 8116 5595 Orange Dr. 201 Davie, FI. 33314 Tel.: (954) 585-0304 Fax: (954) 585-0305 ENGCO@AOL.COM E ,,. "1;111 52609 = o a• • .;.e.* •... * �. 4 JUL 1 0 2015 Engineer Seal Pedro De Figueiredo PE 52609 Date: 07/08/15 Scale: NA Design by: PPMF Drawing Number 15-202 SHEET 15 of 17 ...• • • .... • .••. • ... • • ••. 0000 • • .•.. .... 3 DOUBLE OR SINGLE ANCHORS TYPE A, Al, B, B1, D, D1 SPACED AS PER ELEVATI❑N COMI- N 9� 6 10 UlICO 1 4 HEAD DOOR OPENING O SILL 12 #8X1. 5 PFH SPACED AT r-1 II • • FRAME HEIGHT MS "❑ CAV r MODEL Cl & C2 - DOOR SECTIONS RECTANGULAR & ELLIPSE FRENCH OUTSWING DOOR MAXIMUM 6'X10' AND 3'X10' MODELS RATED: +75,-83 PSF IF REQUIRED IX OR 2X PT WOOD BY OTHERS MUST BE PROPERLY ANCHORED IN ORDER TO TRANSFER LOAD TO THE STRUCTURE %7 8 • J 81 1 ANCHORS TYPE A, Al, B, B1, D, D1, E SPACED AS PER ELEVATION FRAME WIDTH 000R ❑PENING DOUBLE DR SINGLE ANCHORS TYPE A, Al, B, B1, D, D1 SPACED AS PER ELEVATION 14 LOCK STILES OPTIONAL H❑RIZ❑NTAL MID PANEL 8 STEEL BAR REINF. 1/4x1-1/2 (FH-14) SET IN D❑W 995 SILIC❑NE AND #12x1 PFHSMS AT 8'0C FRAME WIDTH DOOR ❑PENING #8X 1, 5 PFHSMS 12 SPACED AT 5' 0C z 3--,,r #8X1. 5 PFHSMS 12 SPACED AT 5'0C 1 14+ ) 7 8J 7 1-4— IF REQUIRED IX OR 2X PT WOOD BY OTHERS MUST BE PROPERLY ANCHORED IN ORDER TO TRANSFER LOAD TO THE STRUCTURE 3 w I, W Z 0 a AF- LJ V) MAX. 8 1/4" SHIM JAMB HINGE IF REQUIRED 1X OR 2X PT WOOD BY OTHERS MUST BE PROPERLY ANCHORED IN ORDER TO TRANSFER LOAD TO THE STRUCTURE ANCHORS TYPE A, Al, B, B1, D, D1, E SPACED AS PER ELEVATI❑N LJ U LJ Z L7a A F- wV) JAMB LOCK 1 MAX. 8 1/4' SHIM PREMIUM ESTATES S.A.C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODUCT: PREMIUM GLAZED SWING OUT WOOD DOOR LARGE & SMALL MISSILE ENGINEERING: KTtgC10 CA 8116 5595 Orange Dr. 201 Davie, FI. 33314 Tel.: (954) 585-0304 Fax: (954) 585-0305 ENGCO@AOL.COM • • . • • • • • • J1 0 2015 Engineer Seal Pedro De Figueiredo PE 52609 • • • Date: 07/08/15 Scale: NA Design by: PPMF Drawing Number 15-202 SHEET 16 of 17 • • • • • •• • • • • • •••• • ••• • • 041,9 • • • • • • • • • • • • •••• • GENERAL DESCRIPTION MAX. FRAME S I ZE = 72 5/8" X 122 3/8" X 6" DEEP FRAME MAX. PANEL S I ZE = 36" X 120 1/2" X 2 3/8" DEEP MAX, RAISED PANEL THICKNESS = 2 3/8" WATER TEST PRESSURE: ±11. 25 PSF (75 DP) 0 D Z w >- J J 0. U L7 .-. >- *F- M \ Q (u LJ '1 CO U..O DZ 0' -D V) 3 V) V) LJ l-C' Z CC w 0 ZZ c� CJ Z w w J t- 3 > w V) I- ZQwr Q JCOZ CL CL ¢ F- A ¢ w 0 DQ.w2 D A S ¢ 3 V)E n QCr DO lJw } z D L.) } 2 Z .4[ LJ F> PANEL ATTACHMENT DETAIL (2) #10X2 PFHSMS 1 AT EACH END co O OUTSIDE 16 #18GAX1 1/4' GALVANIZED BRAD NAILS SPACED AT 4'0C #10X2 PFHSMS SPACED AT 6'0C OUTSIDE STOP ATTACHED OVER A BEAD OF DOW 995 SILICONE MECHANICALLY FASTENED W/ 18GAX1-1/4' BRAD NAILS SPACED AT 5'DC AND #10X2',PFHSMS SPACED AT 5'0C r. • . T t 4 BILL OF MATERIALS i a' '_ rr i• ITEM# DESCRIPTION rr, SIZE " -- REMARKS 1 SILL ? '2' 02 . x 6: 00 LAMINATED WOOD 2 SILL WATER DAM 0.52'x-0.78 S❑LID WOOD 3 JAMB 1. 75 x 6. 00 LAMINATED WOOD 4 HEAD 1. 78 x 6. 00 LAMINATED WOOD 5 FRAME MOLDING 1. 76 x 0. 67 SOLID WOOD 6 SILL BAR 0. 50 x 0. 12 ALUMINUM 7 HINGE STILE 2.39 x 6.38 LAMINATED WOOD 8 LOCK STILE 2.35 x 6.55 LAMINATED WOOD 9 TOP RAIL 2. 32 x 6.60 LAMINATED WOOD 10 BOTTOM RAIL 2.30 x 10.88 LAMINATED WOOD 11 INACTIVE ASTRAGAL 2.09 x 1.77 SOLID WOOD 12 INSIDE MOLDING 2.02 x 1.53 SOLID WOOD 13 ❑UTSIDE GLAZING STOP 2,00 x 1.46 SOLID WOOD 14 OPTIONAL INTERMEDIATE RAIL 2.31 x 6.95 LAMINATED WOOD 15 ACTIVE ASTRAGAL 2.05 x 4.59 S❑LID WOOD 16 INSIDE SQUARE MOLDING 1. 30x 1.30 LAMINATED/ S❑LID WOOD 17 INSIDE M❑LDING 2.00 x 1.19 SOLID WOOD 18 ❑UTSIDE STOP 1.95 x 0,812 LAMINATED WOOD 19 DOOR STOP 1.56 x 0.93 LAMINATED WOOD MODEL C1 & C2 - DOOR MISCELANEOUS RECTANGULAR & ELLIPSE FRENCH OUTSWING DOOR MAXIMUM 6'X10' AND 3'X10' MODELS RATED: +75,-83 PSF GLAZING ATTACHMENT DETAIL GLAZING PANEL CONSTRUCTION (1) 3/16' ANNEALED GLASS SHEET + (1) GLASSLAM SAFETY PLUS II - 0. 10' POLYLAM, POLYURETHANE LAMINATING POLYMER MANUFACTURED BY GLASSLAM (1) 3/16' ANNEALED GLASS SHEET 5/8' x 3' DOWELS SPACED AT 7' ❑C 0.10 GLASSLAM SAFETY PLUS II INTERLAYER DOW 995 ❑UTSIDE STOP ATTACHED OVER A BEAD OF DOW 995 SILIC❑NE MECHANICALLY FASTENED W/ 18GAX1-1/4' BRAD NAILS SPACED AT 5'0C AND #10X2" PFHSMS SPACED AT 5'0C (4) #12X3 PH WOOD SCREWS 7" 8 BITE CORNER CONSTRUCTION: BUTT JOINED WITH JAMB MEMBER RABBET TO 1 1/8'. GLUE WAS APPLIED TO EACH CORNER AND JOINED WITH (4) #12X3 PHWS NOTCH JAMB 1 1/8' TO FIT SILL #18GAX1 1/4' GALVANIZED BRAD NAILS SPACED AT 4"❑C PREMIUM ESTATES S. A.C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODUCT: PREMIUM GLAZED SWING OUT WOOD DOOR LARGE & SMALL MISSILE ENGINEERING: Eng(.!n CA 8116 5595 Orange Dr. 201 Davie, FI. 33314 Tel.: (954) 585-0304 Fax: (954) 585-0305 ENGCO@AOL.COM • •1 JUL 1 0 2015 Engineer Seal Pedro De Figueiredo PE 52609 Date: 07/08/15 Scale: NA Design by: PPMF Drawing Number 15-202 SHEET 17 of 17 • • • • • • 0000 0000 • ••• • • ••• 0000 • • • • • • 0000