Loading...
WS-19-1884Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Date: 09/16/201 Parcel Number 1036 NE 95TH ST, Miami Shores, FL 33138 1132050120060 Contacts Permit NO.: WS-08-19-1884 Permit Type: Windows/Shutters Work Classification: Door Replacement Permit Status: Approved 9 Expiration:03/16/2020 DANIEL JORGE AGUTAR Owner Other: 7867974041 dja0827@gmaii.com HOME OWNER Contractor HOME OWNER Ins on Requests: ecti Description: REPLACE FRONT DOOR AND SODE GARAGE Valuation: $ 10,000.00 3fl5-762 4949 ENTRANCE Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $6.00 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $2.00 Scanning Fee $12.00 Technology Fee $3.00 Windows/Shutters Fee $70.00 Total: $147.00 Payments Date Paid Amt Paid Total Fees $147.00 Credit Card 09/16/2019 $97.00 Credit Card 08/16/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws reg t' constryotion and zoning. Futhermore, I authorize the above named contractor to do the work stated. ,Auth6rized Sigr tu, a Owner / Applicant / Contractor / Agent Date September 16, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION 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 RECEIVED Au 16 z 1s (OT14 FBC 20 v V 1�G Master Permit No. �- C):!? - 1- I- Iy Sub Permit No. zBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS CHANGE OF [:]CANCELLATION [:] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11'3 G k)t City Miami Shores County: Miami Dade Zip: 3 3/37- Folio/Parcel#: %/- 3Rv5 - 01;Z - ® U60 Is the Building Historically Designated: Yes NO 41!!!�— Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): r► It �o ��� �4<< i Phone#: 7.9 6 - % `/ 2-'ZOV/ Address: /03 (P /�E %S 5fftC l' City: /`/ ic"" I 5A �I to S State: FL zip: 3313 c� Tenant/Lessee Name: !I/ —/A Phone#: Email: 't5-TA0a7 (�' &4,41c-,eoO CONTRACTOR: Company Name: Qui ti er Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ / O0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ElDemolition Description of Work: W " /-cc- f,�0ri+ char t SiA P cG QC. P�TitAn cP Specify color o�of\\ color thru tile: Submittal Fee $ JL1 W Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee $, Structural Reviews $ Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ �1� (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State A Zip Mortgage Lender's Name (if applicable) A%lk Mortgage Lender's Address 6V4I-!- city _ fli� State AA - N Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. c SignatureQ,- 6"\—Sign OWNER or AGENT The foregoing instrument was acknowledged before me this day of U 20 Z2 by DAm*d Agat 4 i who is personally known to me or who has produced 16,czl1S 4— as identification and who did take an oath. NOTARY CONTRACTOR The foregoing instrument was acknowledged before me this day of 20, by who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign:_ Rrint: Seal: v Notary Public State of Florida al: +9 Marlene B Jimenez My Commission GG 097334 q Expires 06/15/2021 *************************** APPROVED BY as *************************************************************************** &/`� Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 '*"ER k700- ufflu'0100'F THE PROPERTY Summary Report Property Information Folio: 11-3205-012-0060 Property Address: 1036 NE 95 ST Miami Shores, FL 33138-2548 Owner DANIEL JORGE AGUTAR Mailing Address 1036 NE 95 STREET MIAMI SHORES, FL 33138 USA PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 2,126 Sq.Ft Living Area 1,786 Sq.Ft Adjusted Area 1,945 Sq.Ft Lot Size 8,927.6 Sq.Ft Year Built 1940 Assessment Information Year 2019 2018 2017 Land Value $337,151 $321,590 $321,590 Building Value $145,875 $145,875 $135,372 XF Value $220 $220 $220 Market Value $483,246 $467,685 $457,182 Assessed Value $382,868 $375,730 $368,002 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $100,378 $91,955 $89,180 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption 1 $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description KIRBYS ADD TO MIAMI SHORES PB 41-44 LOT 6 LOT SIZE 81.160 X 110 OR 19609-4631 04 2001 4 Generated On : 8/16/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $332,868 $325,730 $318,002 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $357,868 $350,730 $343,002 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $332,868 $325,730 $318,002 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $332,868 $325,730 $318,002 Sales Information Previous OR Book - Price Qualification Description Sale Page 29060- 03/07/2014 $587,000 Qual by exam of deed 4004 22026 01/01/2004 $410,000 Sales which are qualified 3006 19609- Sales which are disqualified as a result 04/01/2001 $0 4631 of examination of the deed 17240- 05/01/1996 $168,000 Sales which are qualified 1868 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hfp:/twww.miamidade.gov/info/disclaimer.asp Version: https://www8.miamidade.gov/Apps/PA/propertysearch/ 8/16/2019 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWN ER BUILDER DISCLOSURE STATEMENT NAME: 6�xr( lc\ DATE: f� " ADDRESS: U0 (6 ,AI(E� li Sk Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; 1 further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. ► understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease which violates the exemption. Initial 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial_ 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. E Initial AL\ I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.mvfloridalicense.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 responsible for the proposed construction activity at the following address: Initial 12. t"agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the 'nformation that I have provided on this disclosure. Initial C 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 ( (-O day of _ A%J GU S-1 , 20 I '�l By _3�a, I�(-,:GR_GU NGy 1 Q CL-- who was personally known to me or who has Produced there License or t"__0Q- . Vta- Cjk_c N <IET as identification. OWNER NOTARY i�PYP SINDIA ALVAREZ My COMMISSION # GG 238273 �•P: EXPIRES: September 3, 2022 Bonded Thru Notary Public Underwriters Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature Date Print Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) C Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ' n Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. [ Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 ASP Gf/inddws-anif fDors w.Ww,.Nwmmr.eNlw / A 1 6 019 BY: Project assessment Installation Lead Time: 4-5 Months Sign Her This project as ssme/fl shall the final del ' or is project order. Purchaser agrees to all of these details t is not resp0n ible for the fin urements. Purchaser will have 24 hours from dale of p jecl ssesemer" to make any cha gas. There will be a $250 administration fee if any changes a ade after 24 hours. Shores Villaqe I "-'PROVED BY DATE I DEPT a OLPT L `� (:r)%'PI IA%CE WITH ALL FED _R t (;l )11',TY RULFS AND RFGIJI_ATIONS Project Details P =Type: &w sent door, ae sbe don Frame Type: Aluminum F.—Coke,, v4db owe Tl W`_: me' . Coln: w W Imedaym, 1,2 Door L der DWN Y.— d. bon Dar Handb d..lgn: dlenl b vWde fiardwa1. Hardle Color client to provide Hinge Cabe satin nickel am, Rail Dlmnnbn: 4'ra11 Eoth doors Privacy Dlma wns: 1.2 Coloniiii—e CAD n yes, sign off on design mauimd. wood Trimmlnp:dbM b proNda —long Mark 1, Mark 2 iul and —Wing is fine a MUItlIradt a wonl walla (Wall T1hk1W aa): 9fidkq Dag Sagan (Yes n No): ro 1M Vu, F3bNS Mar0.van mry deisW m a IIUN pWl nrwbI Incidentals APwoam.b anr..po..e olmwnio,:I v.� Plow w : Nw lotlaa.e I b. N naPomml. for im°°m Iwn 1mw`e°a"m5aq: i inM lvotl°e� nn ap sell wan Nq iMutlea (G11.n1 b n.ppaonn m 8111 work) 45P MII .e.mpt to wing. nkllrq .Ills. Nab. la,geby- ..4.4 .... ...... • •• • • • • • • • 0000411, • ••••• •••• • • is000 • • • • •••••• •••••• • • • • • • • • •••• Customer Informalion: 0.1..)QYMIa aaonw N.mr. D.nb1I Apa.r I.twgs e.zi PmMa bGn. 18M n Ym n Mlwnl Man. JJt]e HOA 1dwm.11m. mw Y..r Ww BMM1. Lab inl Ra.uN' NYma.r d B.goam. w/ WM ron. WIMow CoeM. 8 poor Count. i eat or Bnap.l Ramon IYa or Na7. no Resiruclvmyy V . w Il ya.,9nd1yIM.M NubmOe�.nd nlWl Can Tre'br k. in w.mbnl amlb Ivn or No). n 71i8�� DLO 23%s" DLO 7Y8° DLO ...... • • 14Y2" 36" WL102' 65" QUOTE NO.: - (VIEWED FROM OUTSIDE LOOKING IN)��,/APOOVAL(��DATE JOB: DRAWING DESCRIPTION: ASP WINDOWS - JORGE DIAZ CUSTOM ENTRY DOOR " REFER TO FINAL ORDER FOR ALL. ' SPECS, FINISHES AND HARDWARE. ADDRESS: DATE: DRAWN BY: SCALE: 3/4"= 1'-0" SHEET: 08/01 /2019 YP DWG: SK-1 1 OF 1 '• THE PURPOSF. OF THIS DRAWING IS 975 S. CONGRESS AVE. #102, DELRAY BEACH, FL 33445 s1w F O R D E S I G N TEL: (561) 274-8283 FAX: (561) 274-9262 APPROVAL ONLY. IN & DOORS WWW.SIWIMPACTWINDOWS.COM MIAMI-DiADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 269trMet.Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) . kami, F1&1A93175-24N• ... BOARD AND CODE ADMINISTRATION DIVISION T (7897315=2590 . F TIN 315-2599 .' NOTICE OF ACCEPTANCE (NOA) • •vommiamidad'e.Av/econoW • � • SIW Solution, LLC • ..... 975 S. Congress Ave. # 102 •.... . 0900 • Delray Beach, Florida 33445 00000 0000 .. ; • • • SCOPE: " " • • • • This NOA is being issued under the applicable rules and regulations governing the use of cdnstfuQtion q}aterials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Contrbr 54tlon to ge 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•Cextrol 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 "500-9 " Aluminum Outswing Doors w/wo Sidelite or Transom APPROVAL DOCUMENT: Drawing No. W13-68 Rev F, titled "Series 500-9 Alum Outswing Entrance Door (L.M.I.)", sheets 1, 2, 3, 4, 4.1 through 16 of 16, dated 12-30-13 and last revised on Jan 08, 2019, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See DP tables for X or XX in sheets 2 & 3 O/X or O/XX in sheet 4, for O in sheet 4_1 and door w/ sidelites (Narrow stiles w/wo Reinforcements and/or Wide stiles) in sheet 5. Lower DP from door w/ transom or sidelite may control. 2. Max single door leaf width mulled with sidelites in sheet 5, shall not exceed = 36-91/6". 3. ADA threshold options #1 and #2 are not rated for water Resistance` and limited to DP=+'/- 62 PSF. 4. Glass A is limited to DP=+/- 70 PSF. 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 revises NOA # 17-1115.01 (former SIW Impact Window, LLC) consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMFNOA No. 19-0131.14 W�DE COUNTY .' F,J..., Expiration Date: May 22, 2023 Approval Date: February28, 2019 2\`�\NA Page 1 SIW Solution. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • 1. Evidence submitted under previous approvals • • • • • • • A. DRAWINGS • • • • 1. Manufacturer's die drawings and sections (submitted under files # see be16M • • • • • 2. Drawing No. W13-68 Rev C, titled "Series 500-9 Alum Outswing Entrance QQe�.M.I.j"sH�ets 1, 2, 3, 4, 4.1 through 16 of 16, dated 12-30-13 and last revised on Oct 06, 2015• p=epgxed by M Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file # 14-0305.06) • • • • • • 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 installation diagram of aluminum Outswing doors w/wo sidelite and transom, prepared by Black Water Testing Inc., Test reports #BT-SIW-13-001 and BT-SIW-13-006 dated June 10, 2013 and December 11, 2013, both signed and sealed by Yamil Kuri, P.E. Note: The above test reports have been revised by an addendum letter dated 05/09/14, issued by Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E. 2. 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 installation diagram of aluminum Inswing / Outswing doors w/wo sidelite and transom, prepared by Hurricane Engineering and Testing, Test Report No. HETI 07-4339, HETI 07-4371, HETI 07-4371, HETI 07-4372, HETI 07-4373and HETI 07-4374 dated 01/03/08, HETI-08-2184A & B dated 10/01/08, HETI 09-2572A, HETI 09-2573 dated June 30, 2009, all signed and sealed by Candido Font, P.E. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2014 (5th Edition), prepared by Al Farooq Corporation, dated MAR 27, 2015 and last revised on Jul 30, 2015, signed 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). 1shA I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0131.14 Expiration Date: May 22, 2023 Approval Date: February 28, 2019 E-1 SIW Solution. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED **goo Y E. MATERIAL CERTIFICATIONS • • • . . 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. j( .e er E.;.- boont DeNemours & Co., Inc. for the "Sentry Glass ® (Clear and White) Glassluterlayers" expiring on 07/04/18. • 2. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc.' jWfter E.I OEW.•ont DeNemours & Co., Inc.) for the `Butacite ® PVB interlayer", expiring pA i;/l 1/1 V F. STATEMENTS (Except item #1, all other submitted under file # 14-0305.0t)) ; 1. Statement letter of conformance to FBC 2014 (51h Edition) and letter ofi q financiar interest, prepared by Al Farooq Corporation, dated 03/25/15, signed and sealed by Javad Ali ;L;,*P.E. 2. Lab compliance as part of the above referenced test report. 3. Addendum letter dated 05/09/14 ref #BT-SIW-13-001 and BT-SIW-13-006, issued by Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E. 4. Addendum letter ref HETI-07-4374 dated May 06, 2008, issued by HETI, signed and sealed by Candido Font, P.E. G. OTHER 1. This NOA revises NOA # 14-0305.06, expiring 05/22/18. 2. Test proposal dated 05/23/1, approved by RER. 2. Evidence submitted under previous approvals A. DRAWINGS 1. Drawing No. W13-68 Rev E, titled "Series 500-9 Alum Outswing Entrance Door (L.M.I.)", sheets 1, 2, 3, 4, 4.1 through 16 of 16, dated 12/30/13 and last revised on 11/07/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS YYYYYY 1. None. j C. CALCULATIONS 1. Structural analysis complying with FBC 50h Edition (2014) and FBC 61h Edition (2017), prepared by Al Farooq Corporation, dated 11/03/2017, 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. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "Sentry Glas ® (Clear and White) Glass Interlayers", expiring on 07/04/23. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol Ultraclear, , Clear and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 51h Edition (2014) and FBC 6th Edition (2017) and letter of no financial interest, prepared by Al Farooq Corporation, dated 11/03/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises and renews NOA # 15-0406.13, expiring 05/22/18. 1st. 1. Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0131.14 Expiration Date: May 22, 2023 Approval Date: February 28, 2019 E-2 SIW Solution, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • 3. New Evidence submitted. Y • .. • A. DRAWINGS 900000 1. Drawing No. W13-68 Rev F, titled "Series 500-9 Alum Outswing Entraid&Dpor (I•,, ;�.�", sheets 1, 2, 3, 4, 4.1 through 16 of 16, dated 12-30-13 and last revised oji;k' 08, 2M 9, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. 4' • • • • B. TESTS """ • 1. None. • ` : •..:. C. CALCULATIONS • • • • 1. None. " • • D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (Former E.I. DuPont DE Nemours & Co., Inc. for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/23. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol Ultraclear, , Clear and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS (submitted under file #18-0116.11) 1. Letter of conformance to FBC 2017 (6a' edition) and No Financial interest dated NOV 07, 2017, prepared by Al Farooq Corporation,, signed and sealed by Java Ahmad, P.E. 2. Statement letter dated DEC 28, 2019, issued by SIW Impact Window, LLC that it has sold all assets of Exhibit "A" NOA(s), equipment's, accessories and "Know how" and No longer manufacture the products and request to rescind the Exhibit "A" NOA(s), signed by Abdiel Lopez, Manager. 3. Statement letter dated DEC 30, 2019, issued by SIW Solution, LLC that it has purchased all assets of Exhibit "A" NOA(s), equipment's, accessories and "Know how" and request Name change of the Exhibit "A" NOA(s) , signed by Steven A. Tourek, Secretary. G. OTHER 1. This NOA # 17-1115.01 (former SIW Impact Window, LLC), expiring 05/22/2023. 2. Bill of sale dated DEC 28, 2018 between SIW Impact Window (Seller) and SIW Solution, LLC, (purchaser), signed by respective company's representative, Abdiel Lopez, Manager and Steven A. Tourek, Secretary. 3. Division of corporation listing of SIW LLC, as active status ('� � . 11 ",.A, Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0131.14 Expiration Date: May 22, 2023 Approval Date: February28, 2019 LOW NON STRUCTURAL DECORATIVE GRILL _ SOLID ALUM BAR 3/16- HEAT STREND GLASS 3/16' HEAT STREN'D GLASS OPTIONAL .090' Interloyu .090' Inlerloyer r Troeifoi PVB Sentn/Glas IL/_' By 'Kuroroy Americo, Inc.' By 'Kuroroy America, Inc.' 3/16' HEAT STREN'D GLASS 3/16' MEAT STREN'D GLASS em `17 \ 7 I 17 7 Yuuu���J 0 \ 3 12\\ n 3 12 a /SILICONE ° SILICONE 1 / \ DOWSIL 995 \ / DOWSIL 995 \ / \ CLASS TYPE 'A' 7/16- OVERALL LAM. GLASS GLASS TYPE 'W 7/16" OVERALL LAM. GLASS ALTERNATE GLAZING DETAI7 GLASS TYPES 'A' h 'S' 5/32' TEMP. GLASS A IR S L 1 EAT STREWD GLASS ' Intedayer ifol PVB 'Kuroroy America, Inc.5/32' HEAT STREWD GLASS SILICONE DOWSIL 995 ,ce 3/16- TEMP. GLASS AIR SPACE 3/16' HEAT STREND GLASS 090' Interloyer Troeifol PVB `� 3/16" Americo, Kurcray HEAT STREN'Da GLASS 995 u 1 i 1 r7 Q� / Q� / \ / ¢ \ CARDINAL XL / _ / EDGE SPACE! EI 5i. STEEL GLASS TYPE 'C' GLASS TYPE 'D' i' OVERALL LAM. INSUL GLASS 1' OVERALL UM. INSUL GLASS GLAZING OPTIONS GRILLE SHAPES VARY F:q I THESE DOORS ARE RATED FOR LARGE h SMALL MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. #10 SMS 4/ GRILLE MIN. SERIES 500-9 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/0 TRANSOM SEE SHEETS 2 k 3. SINGLE (0/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 4. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 5. SEE SHEET 2 FOR GLASS TYPES AND LOCKING OPTIONS. SEE SHEET 3 FOR GLASS TYPE AND ADA SILL. SEE SHEET 4.1 FOR SINGLE SIDELITE AND GLASS TYPES. LOWER VALUES FROM TRANSOM/SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS WITH STD. SILL APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH ADA THRESHOLDS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING A elk) it*ANAL' ED•SEPAYATEL. : • AND TO BE REVIEWED BY BUILDING OFFICIAL+ • • • `» • • • • • • t LI Ilr • s • mo1wcrlrow . oeVryiq wYY Ae. ilrrW No. 705B2 ' b"n �1 l4-,-0LA_A n8t • s • TE O • o_•!iaR10 _�h���% • • • • • • • • • • 0 Ogg• s u v N ae N W N _o 'aa �. W V a JQ rn w) - J CL0 QM= A NUU 1 QOm N N ? Fn-in wo gill a U a dlhwmg no. 1413-68 DOORS WITH STD 3 POINT LOCKING HARDWARE 39 3/8' MAX. 76' MAX. FRAME WIDTH FRAME WIDTH AX 5H1EAD/SILL 13 3/4" MAX. 5 1/2" MAX. A 13 3/4" MAX. A SILL HEAD/SILL CORNERS ,----- �,% SILL CORNERS I� I I I C / I D m ^ m 0 I mil qy� tltl _7' 1' I � _S 6 11 I • Y I II I ?1 I LOCKING OONS SEES E I \ ACTIVE SURFACE APPLIED FALSE MUN INS OR B w m DECORATIVE GRILL MAY BE USED 29 9/16' MAX. rc 36 9/18' MAX. •' wo4_14, 14 V v � 7 HEAD ANCHORS AT STILE ENDS (7) AT 3" O.C. N I � SURFACE APPLIED B FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 26 9/18' MAX. �n D.L. OPC. 38 9/16" MAX. DOOR LEAF WIDTH SILL ANCHORS AT STILE ENDS (7) AT 3' O.C. TYPICAL ELEVATION ( XX ) OY a � I �1 M \ I LOCKING I OPTIONS SEE SHEET 14/ i N / L I r5 INACTIVE - ACTIVE 1 DOORS TOAD CAPACITY - PSF SINGLE (X) OR DOUBLE (XX) DOORS WITHOUT TRANSOM SINGLE DOOR (X) DIMS. DOUBLE DOOR (XX) DIMS GLASS LOCKS • • 000 • • IYNGES& TYPE 'A' TYPE 'B' TYPES 'C' k 'D' TYPES 1, 3 TYPE 4 E • ~W: ('BANE FRAME HEIGHT FRAME WIDTH FRAME HEIGHT9/8'80'76" 50" R.. FINEXT.(+) 80.0 INT(-) 80.0 EXT.(+) 60.0 INT.(-) 60.0 EXT.(+) 80.0 INT.(-) 80.039-3/8' EXT.(+) •, tNT.(•+• PLV�FWIDTH 97-3/4' 76' 97-3/4' 80,0 80.0 80.0 60.0 80.0 BO.O39-3/8' 108" 76' 108" EXT.(+) DESIGN LOAD IS BASED ON STD. SILL SEE SHEET 1 FOR GLASS TYPES DESCRIPTION. SEE SHEET 14 FOR LOCKS AND HINGES DESCRIPTION. •• ••• • ••• • • GLASS D.L.O. RORMULAE; • • • • • • D.L.O,- WIDTH P FRAME IIIDTM - 9.813" (X•DOQRS# • • • _• 4FR4 AE At - •j.8A")/2' X QQOORS) * D.L.O. WEIGHT s FRAME•F(EI At -• 1.5" (L'• TTOIj RAIL) = FRAME HEIGHT - 13.5' (6' BOTTOM RAIL) = FRAME HEIGHT - 15.5' (8' BOTTOM RAIL) * USING #20305 (1/2' HT.) THRESHOLD ••• • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE SHEET 14 FOR LOCKING OPTIONS AT ACTIVE & INACTIVE LEAFS. 3' 6 1/2' MAX. SILL CORNER ANCHORS AT ADA THRESHOLD ONLY NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 f.f��il�rW W- 1•M 1Mod•N CMS • ENBF''• �� bj � n 7092 an 8,2019 STATE OF �� drawing no. DOORS WITH SURFACE APPLIED PANIC HARDWARE TYPICAL ELEVATION ( X ) DOORS LOAD CAPACffY - PSF SINGLE DOORS (X) GLASS TYPE 'B' DOOR DIMS, ADA THRESHOLD FRAME FRAME EXT.(+) INF.(-) WIDTH HEIGHT 39-1/4' 1 97-3/16" 62.0 62.0 NOTE 76 1/16' FRAME WIDTH 5 1/2' MAX. HEAD/SILL CORNERS j E1 x W ^ SVR SEE SHEET 14 W p ________-__ p Q \ i SVR / \ SEE .SHJFET 14 i I \ / I` HEAD ANCHORS AT STILE ENDS —(7) AT 3' O.C. Ell Z Z 0 L9/16' MAX. ! ' o D.L. OPG. 36 9/16' MAX. SILL ANCHORS AT STILE ENDS DOOR LEAF WIDTH (7) AT 3' O.C. TYPICAL ELEVATION DOOR OPTIONS ( XX ) DOORS LOAD CAPACITY - PSF DOUBLE DOORS (XX) 00 DOOR DIM HO • • • FRAME FRAME • (+) .V • • • • WIDTH HEIGH► • • • • • 76-1/16' 97- /16" 6 .0 62.0 • • • • VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REOUIRED. 0 • • • • • 0 • 0 • • • • • •• • • • • • • • • DOOR e— L ik . • •: • • AALL• • • D.L.O. HF•GHT =•FRAME HEIGHT - �1313" %9OT}bj0IiAIL) D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.625' D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.875)/2 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE SHEET 14 FOR LOCK DESCRIPTION AND SHEET 9 FOR DETAIL. P"DUCf RFv%m bewft c.&+ritli ple Flry AM". N. -OJ �+•� L-Ma. 70592 1_ •. T.2J TAT11420 �91M/ drawing no. W13-68 5 1/2' MAX. C7 spp m n N n O a n Z n Ta H SURFACE APPLIED FALSE MUNTINS DR DECORATIVE GRILL MAY BE USED 39 3/8" MAX. TRANSOM FRAME WD. 37 1 /8" IANSOM LEAF W. 13 3/4' MAX. (2) ANCHORS 5 1/2' MAX. AT TRANSOM ENDS (Y ) S / ALL LOADS HEAD/SILL V ILL CORNERS I I�/ I II it I I II Y I In m ry II I \ 11 1 \ II N I --- ' LOCKING \ OPTIONS SEE �I \ SHEET 14 \ I I ACTIN I O 0 �o 26 9/16' s MAX. � � OOR LEAF MOTH (O/X) SURFACE APPLIED FALSE MUNTINS DR DECORATIVE GRILL MAY BE USED DOOR/TRANSOM FRAME WIDTH 73 3/8" MAX. TRANSOM LEAF WIDTH 13 3/4' 10" MAX. ��--�{� HEAD Or J }�i' 1«} SILL tl II 11 II II II II 11 II It \ I I I I ✓, II \ / OPTIONSSEE 611LOCKING SHEET 14// I 1 i INACTIVE ACTIVE SINGLE OR DOUBLE DOORS WITH TRANSOM CAPACITY - PSF FRAME/ GLASS TYPE .A. GLASS TYPE •B• GLASS TYPE TRANSOM DOOR TRANSOM C 3, WIDTH HEIGHT HEIGHT EXr.(+) W(-) &L(+) INT.(-) 24' WA 68.4 68.4 68.4 60.0 1 60.0 72' 65.1 65.1 65.1 65.1 60.0 60.0 (XX)62.2 62.2 62.2 62.2 60.0 60.0 61.0 61.0 61.0 61.O 60.0 60.0 76' $36 58.1 58.158.1 58.1 58.1 ( )55.4 55.4 55.4 55.4 55.4 55.4 62.2 62.2 62.2 62.272" 59.5 57.057.024' 55.455.430' S3.053.036' W59.51�, 50.850.839 3/8'96' 36" 70.080.0 60.0 80.0 M 39 3/8" 108' 38' 70.0 70.0- (X) EXT.(+) DESIGN LOAD IS 13ASED ON STD. SILL v • FOR LOCKS AND HINGES LIMRATIONS SEE SHEETS 2 do 14. (5) ANCHORS AT TRANSOM ENDS LO ALL LOADS Vim : J .r D.L.O. HEIGHT (TRANSOM) TRANSOM LEAF HEIGHT - 10" 91 m 1J,. D.L.O. WIDTH (TRANSOM) = TRANSOM LEAF WIDTH - 10" o cc� _ m �UU I ZH n m In vi } n 1 UITo k' 26 71'1' • • • • • • • • • -I3 6 • • • • U 36 9/16' MAX. • • I_p�l:l� A'1 •nLL ENDS D� EAF • • • l7) 4 3.O.C• • (O/XX) •• ••• • ••• • • •• • • • • • • • • • • • • •• • • • • • . . .. • .. • . . . . . • . . . . . . . . .. .. . . . . • . • ... . . . ... . . PRODUC rREV� t q Codr NWi WI. 29•k tYe NOW WWI. Accevla No •-�% �'(4 E*rsd o ate ; A� fP�IIRt 6 1/2' MAX. 0 • di - . o v 8 33 & - 3' n - SILL CORNER AT ADA THRESHOLD ANCHORS ONLY T e, c o �� Igl•j;/2�� g7�7,�i� • �}CENBp''•;V �i � i O No .70582 Jan8,2019 9- • STATE OF -'_W drowing no. �; W13-68 ; SINGLE (STATIONARY) SIDELITE UNIT �U b (SEE DETAIL IN SHEET 11) I n Z q 39 3/6" MAX. 2 hZ q FRAME WIDTH 6 13 3/4" MA%' 4 0 9 d • ox v 5 1/2- MAX HEAD/SILL LL W Q: C C LL CORNERS Sa0it NARROW SIDEUIE 1 W a . c o m as a __ JY 45 WIDE .051DEUfE U t V ti t U It as S v 2 m �, �f1 •n JQn '•• N � qV- � C Owx w Zoo ¢ 1 =0W it Y 0Um N Vi II I I +�1 3n N m c Wtaif II 0 APP ED G FALSEFACE MUNTINSU R � LL DECORATIVEMAY ED 29 9/16" MAX. N M BE USED ►ROD41C i t17�� c c P D.L. OPG. rrrp1,71q• W6 i7r YOWa`Ce•• U � a �' 36 9/16" MAX. A-0-d" No (i_ 013�• (y ¢'N•Nk• SIDELfTE LEAF WIDTH Date 3 TYPICAL ELEVATION bi • c •°� off n 8 M- 0 •• ••• • • • • • •• SIDELITE LOAD CAPACITY - PSF •• • • • • • • • • o C u • • • • • • • • • • i No.70502 •• ••• • • • • • ••• s • yg �! •• • • • • • • • • • • • • • • • • • • • '•. Jan 8 2019 try; drawing no. • • • • • • • • • • • Q •.. btwltul• W13-68 STAND ALONE STATIONARY PANEL (0) SIDELRF DIMS. CLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPES 8 •D' FRAME WIDTH FRAME HEIGHT39-3/B" INi.(-) EXf.(+) INT.(-) E7R.(+) INT.(-) 97-3/4" 70.0 70.0 80.0 60.0 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS SIDEUTE YAM INCHES DOOR FRAME HEIGHT INCHES GLASS TYPE 'A' (SEE NOTE BELOW) GLASS TYPE 'B' GLASS TYPES 'C' A: 'D' NARROW STILE SIDELITE W/O REINF. NARROW STILE SLDEUTE WITH REINF. (FIDE STILE SIDELITE W/O REINF. NARROW STILE HIDE STILE SIDELITE W/O REINF. EXT.(+) I INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 30 36 42 46-7/8 48 52 54 56 60 80 80.0 80.0 50.0 80.0 80.0 80.0 60.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 Saba 60.0 80.0 Bobo 50.0 90.0 80.0 80.0 60.0 60.0 $0.0 80.0 80.0 50.0 80.0 50.0 - - 50.0 80.0 80.0 80.0 80.0 80.0 - - 73.8 73.8 73.8 73.5 73.8 73.8 - - 71.1 71.1 71.1 1 71.1 71.1 71.1 - - 68-6 88.6 68.6 6&6 6&8 68.6 - - 64.0 64.0 84.0 64.0 64.0 64.0 - - 30 36 42 46-7/8 46 52 54 56 60 84 80.0 50.0 50.0 50.0 80.0 80.0 60.0 60.0 80.0 80.0 50.0 50.0 80.0 80.0 60.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 50.0 80.0 80.0 50.0 - - 73.8 73.8 73.8 1 73.8 73.8 73.8 - - 71.1 71.1 71.1 1 71.1 71.1- 68.6 88.6 68.6 68.6 68.6 68.6 - - 84.0 64.0 64.0 64.0 SCO 64.0 - - 30 36 42 48-7/8 48 52 54 56 90 $0.0 80.0 $0.0 80.0 80.0 80.0 60.0 60.0 80.0 Sabo 80.0 80.0 80.0 80.0 60.0 60.0 80.0 80.0 50.0 80.0 Baba 80.0 - - Baba Baba .O Baba Baba Saba - - 80.0 80.0 80.0 80.0 B0.0 Baba - - 73.8 73.8 73.8 73.8 73.8 73.5 - - 71.1 71.1 1 71.1 71.1 - - 68.6 68.6 0.6 6&6 - - 30 36 42 46-7/8 48 52 54 96 1 Baba Baba a Baba Saba Saba Baba 80.0 80.0 1$71871.8 0 60.0 80.0 60.0 60.0 50.0 80.0 0 $0.0 s0.0 - - 76.0 75.0 0 76.0 76.0 - - 75.1 75.1 1 75.1 75.1 - - 71.8 71.8 8 71.8 71.8 1 - - 1 70.2 70.2 70.2 70.2 70.2 70.2 - - 30 36 42 48-7/8 48 52 97-3/4 $0.0 80.0 50.0 s0.0 80.0 60.0 6o.0 60.0 solo 50.0 BO.a 80.o 80.o Baba 60.0 60.0 79.1 79.1 79.1 79.1 79.1 79.1 - - 74.7 74.7 74.7 74.7 74,7 74.7 - - 73.7 73.7 73.7 7J.7 73.7 73.7 - - 70.5 70.5 70.5 70.5 70.5 70.5 - - 30 38 42 46-7/8 48 102' Baba Saba So.O Baba Bobo Baba - - 80.0 00.0 M. Baba 80.0 80.0 - - 75.8 75.8 75.8 75.8 75.8 75.6 - - 71.6 71.6 71.6 71.6 71.6 71.6 - - 70.6 70.6 70.6 70.6 70.6 70.6 - - 30 36 42 M -7/8 48 108' 79.7 79.7 80.0 50.0 80.0 ..a - - 73.2 73.2 77.3 77.3 77.3 77.3 - - 67.7 67.7 71.6 71.6 71.5 71.6 - - 63.7 83.7 67.6 67.6 67.6 67.6 - - 62.9 $2.9 66.7 66.7 66.7 66.7 - - FOR GLASS TYPE 'A' LIMIT MAX. DESIGN LOADS TO ±70.0 PSF EXT.(+) DESIGN LOAD IS BASED ON STD. SILL 169 3/4' TESTED FRAME WIDTH 6' 5 1/2' MAX. � 13 3/4' F� 3' (6) ANCHORS ��^-�� ---LIAR. A 7Yp, AT HEAD/SILL HEAD SILL \' J ' 1 ' ' , __ + CORNERS �� HEAD 591 ,, , , i1 1 /,'I I I I I I I I NARROW SIDELRE 11 - = trr_ II / I \ NARROW s10ElfTE \ j0- mp m0 yOID EWIDE ] _ i �Y SIOEUTE K � II 11 11 11 I I I mm mm II \\I� I / �/• , �! n e it SURFACE APPLIED FALSE MUNDNS r�/IIE MAY BE USED s1DELTTE WIDTH NOTE: 1 1/4' THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 127.31 S0. FT. REINF. AS REOD. r1 INACTNE � - 26 9/16' MAX.- - --'� D.L. OPG. 36 9/16' MAX. DOOR LEAF WIDTH 76' MAX. DOOR WIDTH I 39 3/8' MAX. DOOR WIDT - SIDELITE WIDTH - 1 3/8' ACTIVE �-- I (OXXO) SILL ANCHORS AT STILE ENDS (7) AT 3' O.C. m M KAF YAM • a • • • MOTH -- • • • • • • • DOOR 1'RAA� 1NDTFI• • , • • • • s WIDE SIDELRE WIDTH _ "• rs-�s" • • • T4STILE NARROW TILE WIDE STILE SIDELITE WITH DOOR SIDELITE WITH DOOR (W/WO REINFORCEMENT) •IASI%=TIONS •U•SE AS FOL&WS. • MODLICf YEV�I I • T� • • • w aompgll4rtllieFlMW • •1. SEL;CT SINGLE•OR OOUBIf DOORS g1PA0QY, 6LAT6 TYPES i•Mi g CS& t, A-,.0 No 11-1031.1 T • ANTA L••O,CKMG OPOONS FFAM TALES 0• SHEVS i & 3. • 6i; DNe •�. SEL�CT LOWER9OA'IDE4 TO DOofe%u&avflhcITY ` FROM TABLE A OVE. 3, LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY f1,de 43oe11d TO ENTIRE SYSTEM. • • • • • • • • • • V IA F 2 i ig U e p IL 0 aI u!g `X O NO J b N Y W 'faCS 1 r N N O_ i#a 'ku') V JQM J C LJ m on: mr 0 1� a S1Z 00 m N U. nu (na,o W ENBp •;`V i9, ,�i�, R n �t �0582 • � � � � � n8,2 79 1 drawing no. i a c 39 3/8- MAX. I MAX. FRAME WIDTH MAX. FRAME WIDTH MAX. FRAME WIDTH FRAME WIDTH — li II A O /S • • O O II o 111im 11 !=owl I m I mIlm Ilion B I • + V v 39 3/6' MAX. v v ''' I& v2l DOOR FRAME 76- MAX. MAX. FRAME WIDTH 169-3/4- MAX. I i FRAME WIDTH SINGLE LEAF DOORS WITHOUT SIDELITES. SINGLE LEAF DOORS WITH SINGLE SIDELITE AT EITHER SIDE OF DOOR. 0, Um vier v 76- MAX. OPTIONAL 7II `y © © DOOR FRAME `- DOOR FRAME M 1 Y xg ooW a N n N xy nli / \ 0! / i' f 39 3/8- MAX. 76- MAX. C q F � .81 I� 13 t 0 vp a0 8yq�lyo Q W li (p abas� 3 b l v N v 0 jja[S I n N N O_ () DOUBLE LEAF DOORS WITHOUT SIDELITES. -W-1 n '� DOUBLE LEAF DOORS WITH SINGLE SIDELITE AT a w EITHER SIDE OF DOOR. -N %{Au N S DaS m D Z 0 dmDUC f N¢Yi� s u•plFlq wMY Ae P�IfM 0m r 0 0 N N T Vf v E" dm'. 013\.1y 3 Ut i Tom•+� nrr-TT i n Y �NW NOTE: = THE FRAME AREA OF ALTERNATE SIZE MUST NOT d� N EXCEED TESTED FRAME AREA = 127.31 S0. FT. 219 R tt nONAL u Rit SEE SHEETS 2 AND 3 FOR MAXIMUM DOOR WIDTHS AND HEIGHTS • �' SEE SHEET 5 FOR SIDELITE WIDTHS NGLE AND DOUBLE LEAF DOORS WITH TRANSOMS D.L.O. HEIGHT (SIDELITE) = LEAF HEIGHT - 12- (4- TOP RAIL, 6- BOT. RAIL) .p• 4D WITHOUT SIDELITES• • • • • • • • • • ° $ 8 • • • • • • • •D.1•(S�NIDTH (SIDE LITE) =LEAF WIDTH - 10- (WIDE STILES)- • • • • • • • •D.MO. WIDTH (SIDE LITE) = LEAF WIDTH - 6' (NARROW STILES) u o • VGENBF� �. AlNFIGURATIONS ` NO.7oe92 DOORS, SIDELITES AND TRANSOM COJ091RATibD? SHOV?&BCCtAN B6%EC69% INDIVIDUAL UNITS AS SHOWN OR IN t•MBINAiIONS WITH 40THER APPROVED• PRjOD10CTS ■ USING MIAMI-DADE COUNTY APPROV�y1,� JULLI� Ifs BE -MEN. �•t • • • • � JanB 2019 ,{y��� LOWER VALUES FROM DOOR, SIDELITE,•MULLI S OR AW3ROVty•PRODLTCT? UtOWILL %'v '•, STATEo� �yT!/: drawing no. LY TO ENTIRE TEM. TO68 PBE APPROVED BYSAJH (AUTHORITY HAVING JURISDICTION). ''�Il l ,%\\" sheet 6 oti6 • • • • • • e • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE i OR SPACING ELEVATIONS i D SUCK FASTERS BY OTHERS SEE CHART II mi FOR MIN. LENGTH EDGE' DIST \ vi • t I .CO'ICRtTE n EXTERIOR FINISHES a I BY OTHERS ETE EXTERIOR FINISHES BY OTHERS i i N SEE LEAF CORNER DETAIL ON SHEET 15 POURED & HARDENED HIGH STRENGTH GROUT 1'c = 5000 PSI MIN. NOT BY lsrwl MUST TRANSFER SHEAR p LOADS TO STRUCTURE 2 . LOAD BEARING tb (SOLID SHIMS < "' OPTIONAL TO GROUT) F �EDGE NCRETE FTYPICAL ANCHORS SEE ELEV. FOR SPACING DIST. 'SEE CHART o FOR MIN, LENGTH n STD. SILL 10P'rmABLE UNITS (APPROVED FOR WATER RESISTANCE) 28Y WO OR UCK D STRUCTURE mN \9 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CHART MR 111N 1 FNr.TH METAL STRUCTURE OR APPROVED MULLION m= �N ANCHORS SYPICL ELEVATIONSFOR SEE CHART FOR MIN. LENGTH TYPICAL ANCHORS: SEE ELEV. FOR SPACING ANCHORS TYPE SUBSTRATE AT HEAD MIN. LENGTH MIN. EDGE DIST. AT SILL MIN. LENGTH MIN. EDGE DIST. AT JAMBS MIN. LENGTHIMIN. EDGE DIST. 1/4' DIAL ULTRACONS BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) WOOD 2-3/4' 1' NA N.A. 3-3/4 1' MASONRY NA NA NA NA 3-3/4' 2-1/2' CONCRETE 2-3/4' 2-1/2' 2-3/4' 2-1/2' 3-3/4' 2-1/2' 1/4° DIA SELF DRILLING SCREWS (GRADE 5 CRS) METAL 3/4' 3/4' N.A. N.A. 3/4' 3/4' WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.C. - 0.55 MIN. MASONRY C-90 HOLLOW/FILLED BLOCK f'm - 2000 PSI MIN. CONCRETE fc ' 3000 PSI MIN. METAL - 1/8' MIN. THK. STEEL Fu-58 KSI, Fy-36 KSI MIN. MIAMI-DADE COUNTY APPROVED MULLION 1/8' MIN. THK. ALUMINUM (6063-T5. Fu-22 KSI) IBY OR 2BY WOOD BUCKS AND METAL STRUCTURES NOT BY 'SIW SOLUTIONS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FLAT HEAD. Y K 0 4 rc � titODLCf REVIYEY Y� O. CWwlr dw FMyz no A�tt N. I I D.w o � R 1 1 I I 5 1 1 n•rlei • z a 1 I 4 I I li�l I; li I I 11 111 I I m n_ I I I I lo•cSg 30 1 •• ••• • • 1 •I •• o 0 6 - +! is 3e 35 DOOR DETAILS �- _ r_� • • •• • •i • b �„a • •• • • • •I • \Illl u AT.11 A 7,I8REOCE GIST.CONCRETE �• • • • •. TYPICAL AN 64 • , • 70592 - .. s 1 • •SLE C-EV,FOFJ SPA�NG • • }� ,b • $fE CHART • • • • • •FOR i0V LE%TH • • • • Jan 2019 �; Q '•,• ATE O� • l(/� drawing no. 11 •• ',`' .AtoRfor.• `C'�W13-68 (MR APPROVED MAX.. DESIGNFRIT UNIT4 OPERABLFWOAOS�TOESIS RESISTANCE) PST (UNRAMAROVEX. DESFOR IGN LWATER TRESISTANCE) ofill%1� ` sheet 7 of16 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • © NOT APPROVED O TYPICAL ANCHORS 9 FOR WATER RESISTANCE SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH �• ACTIVE LEAF—� 15 EXTERIOR FINISHES BY OTHERS 3/8- MAX. LOAD BEARING SHIM 1BY WOOD BUCK FASTENERS BY OTHERS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH - I MAX.EXTERIOR TYPICAL AN HORS SEE ELEV. FOR SP NG SEE FOR LENGTH LOCK OPTIONS SEE SHEET 14 3/0- MAX. )AD BEARING SHIM APPROVED FOR WATER RESISTANCE 9 WITH STD. SILL U 3 1O " I 3 m Z y p f L m QIL li Q s U y0 Spatr 9 4 EXT. Q y,dII g 3 Q W of f F LOCK OPTONS raar� SEE SHEET 14 i J m v n N � O ,'AL ANCHORS a J J ELEV. SPACING Q M MINCHART . LENGTH J c W o 0w= � _ n � O O L) (n > m N NRE 0 rl Obi p6 S OVED LOCK OPTIONS O FOR WATER RESISTANCE SEE SHEET 14 WITH STD. SILL •• ,� •• ••• • • • • • •• 4068^0,� • • • • • DOOR DETAILS o v s 1s • • . • • *aoaucraevi� 10 18 • • • • • • • • • �aaagdl4•t#� W • • • • • • • • • k—tG4 ````7 N11111tTNN��',i ladoel No. 70502 INACTIVE 1 , ACTIVE • `�7 S7 : Y} X 8 b SEE SHEET 1 • • • • • • FOR GLAZING IONS • • • • • - Jan 8,2019 p • • • • • EXTER• • • ' Q '•., BTATE OF � �� drawing no. • • • • 6 • IOR • �'i`tSe:'•••... �a1d. W � 3-68 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • X TYPICAL ANCHORS 0i < ZA EDGE DIST. SEE ELEVATIONS DOORS WITH SURFACE APPLIED PANIC HARDWARE Z _ FOR SPACING EXTERIOR i L/i SEE CHART m FINISHES FOR MIN. LENGTH n BY OTHERS lYP 6 ,5 CONCRETE Z h 3 0 qy z lV F i Z a OSIL 06 0' 0 'n` .I n 2 own Q ILOa .7 0 ¢4 r. PANIC LOCK FASTENERS W 14 j �^p SEE SHEET 14 j Z N ab�f� 3 N TYPICAL ANCHORS v n SEE ELEV. FOR SPACING X + SEE CHART a ^ FOR MIN. LENGTH O LOCK OPTION SVR SEE SHEET 14 >�v. v C1 ,a E1 3Q NNE o�= 1s 18 �z' ❑ o � O m a �0} in <. 18 O INACTIVE LEAF I ACTIVE LEAF,, >' • 6 D.L.O. 3 EXTERIOR 24 C w� FINISHES g B P # BY OTHERS RR u DOOR LEAF WIDTH DOOR LEAF WIDTH S 3/8" MAX. 76' MAX. LOAD BEARING DOOR FRAME WIDTH SHIM EXTERIOR C V - •• ••• • • • • •• 8'0�?08 TYPICAL ANCHORS • f • • 00. . • • DOOR DETAILS ml a SEE ELEV. FOR SPACING • • • • • • • f SEE CHARTC w FOR MIN. LENGTH • • • • • • • :0: • 1111111 • • • • • • • ``�\11 A�1////� n g Womc F asymo • arFlYri � dir rAdib ry qq 1 N0.70862 = -` .•CONCRETE I F �• < • • • • • • • • • �trn.rporcy _ v •• • • • • • • • s �Sl. 1. �,...�. Jan82019�ti; EDGE DIST. 15• ' ADA THRESHOL OPTION At2 • • • • • • • • . • • .Ly C.ednl fTAREOk drawing no. OPERAH .F UNITS • • •• • • • �i� �``.... ;..•'Wl3-68 (NOT APPROVED FOR WATER RESISTANCE) '//1oNAl1\` sheet f) of 1 f3 LIMIT MAX. DESIGN LOADS TO t62 PSF oQ: ,6 Al 0 l 0 4 I J y a o J ;I I i I 5 B� I I � I i O I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS METAL STRUCTURE U ; SEE ELEVATIONS 29Y BUCK OR N FOR SPACING APPROVED MULLION Ed. .SEE CHART � STRUCTURE (SEE SHEET 7 FOR SPEC) rl FOR MIN. LENGTH 3 FINISHES e • C04CRETE Ed. Ed. Q � � n Z 1 i O ` U 1 = z Z ' lV �S p r 18 TYPICAL ANCHORS TYPICAL ANCHORS 15 n FO SEE ELEVATIONS SEE AN O p • g 4 FOR SPACING FOR SPACENG Q it tyj SEE CHART SEE CHART N Z p FOR MIN. LENGTH FOR MIN. LENGTH Q W p TRANSOM HEAD FRAME Jn n \ J L`! ^ O TYPICAL ANCHORS J tv h SEE ELEVATIONS J Q M FOR SPACING SEE CHART pj to FOR MIN. LENGTH C w w /12 X 1- /4 © yL2U qj 4 SMS > Z AT 12' 0.. MAX. 9 0 m a W _ (/) VI r - O ALTERNATE LOCATION 2 x a 15 FOR ANCHORS 3 r, w J 14 (iI m O k' 18 8 15 O Oy` "wDUC C YEYMI 19 cws _ _ rm•p�Li•Ye.iidi9 ¢ Aepyluu No t1 . & IhSlrrfr Date o 11 15 16 i EXTERIOR � C:+.- �� ESCEa 6 D.L.O. ° k a FINIS R 3 FINIS 73 3/8" MAX. BY OTHERS TRANSOM LEAF WIDTH • _ - e o R 8 ^o,9 'A_ O 13•• ••• • ! • • DTH r o = a/e' MAX. •I • • •ITWI+ YU TRANSOM DETAILS m a o w LOAD BEARING • i • • • • • • C SHIM70592 • >• • • • • • • • ! • `11111111N//j/' AH J - • • • • •• • • • • • Jan 82019� • • • • • • • • • • • Q STATE dF (yam drawing no. .• . . s ';,�5;••.!2olror��X: W13-68 ►dA1j OPERABLE DOOR WITH TRANSOM ��i7s�O1``I�`� sheet 10 of 16 ••• • • • ••• • • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CHART FOR MIN. LENGTH m N EXERI TOR •EDGE'DIST : FINISHES BY OTHERS •. •CONCRETE 18 16 O15 4 i J 0 0 9 c+ W M Oi 34 C 0 0 I 6 14 O �i W K W s O 11 18 POURED k HARDENED HIGH STRENGTH GROUT rc � 5000 PSI WIN. NOT BY 'SWr MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SOLID SHIMS OPTIONAL TO GROUT) _. KI, CONCRETE y '• • EDGE DISf. h a S EI ELANCHORS ELEV. FOR SPACING n SEE CHART VFOR MIN. LENGTH TYPICAL ANCHORS SEE ELEV.,,. FOR SPACING SEE CHART FOR MIN. LENGTH �� EXTERIOR FINISHES BY OTHERS 3/8- MAX. LOAD BEARING SHIM TYPICAL ANCHORS F01 FOR MI ONARROW $IDELfTE EXTERIOR MAX. 1BY WOOD BUCK FASTENERS BY OTHERS TYPICAL ANCHORS SEE ELEV. 10 R SPACING EE CHART R MIN. LENGTH .. o A• W Z `0yy` UoZ 3/8' MAX. • •• • • • • ••• • •• ••• •• • • • •• m—pyiNg.odalkAw •• • • jylryi•.Uots 3• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • :AL ANCHORS ELEV. SPACING CHART MIN. LENGTH TORE 0 0 R g R SIDELITE DETAILS - � ou c �7 y N0.70502 Jan 8,2019 ��Q•' STATE OFF drawing no. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH %12 SMS 9 O NARROW AT 6' FROM ENDS SIDELITE h 12O.C. 2 16 C w 'w^ ♦rlI I EXTERIOR FINISHES BY OTHERS SIDELITE WIDTH (SEE SHEET ).AD BEARING P SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH OWIDE SIDEUTE i 6 1 3/8' MAX. ).AD BEARD SHIM REBIF. SEE CHART SIDELITE WIDTH (SEE SHEET 5) L NARROW SHIM SIDELIIE /— AS REOD. 36 9/16' 1X. DOOR LEAF 76' (XX) 39 3/8' (X) EXTERIOR #12 SMS OWIDE � AT 6' FROM ENDS L SIDELITE 6 12. O.C. � nl N _ a 1 n O at0 v. JQn NOTE: WNW p MAX. FRAME AREA OF ALTERNATE SIZE NOT TO EXCEED=127.31 S0. FT. _ 7W N Q ()80D] .. g5i to OR0DUCFR6yium �In Del, 5Kipadw ( ; �. , 3 l . �l� "��.. 1�aY • vo ag § 8 EXTERIOR otb. • • •. • ; S BITE WITH DOOR DETAILS c •' 2 0 o e f o d " • J 36 9/16' • • • • • • • • . • • 11111f 1111//� ` MAX. DOOR LEAF WIDTH • • . • • • • • • • • `���V • AH;��aq'7_7ji�� P 1= •1 76' (XX) 39 3/8' (X) NgF"••;V i i{ Q DOOR FRAME WIDTH _z No. 70M • • • • • • • • • • • • • • • • • = ; Jan 8 2019' • • • • • drawing no. • • •• • •• • • • • O STATES: W 13-68 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. . . ... . . . ... . . -4.600 4. �I ,pg4 I 11 .094J I 4.600�{ 1 I 94�� JLJL_ I d� 9 .750 -1 .750 � '- 1.750 1.750 .750 1. 1.625 0.562 O L 2.122 2.122 2.337 �I 1 1 I DOOR/SIDELfTE FRAME HEAD/SILL 2A TRANSOM MULLION 1 TRANSOM FRAME HEAD 1.I + �� 1 4.040 F-- 3.000 2.000 .078 .125 T'P. ft a HINGE/LOCK STILE 2.040 -'j .078 2.000 125 T1'P. n SIDELrrE SASH STILE FRAME JAMB I 100 TR 4.000 LLj,i,17 TOP/BOTTOM RAIL 4.000 (SIW502) 6.000 (SM'537) 8.000 (S1W536) I- 1.900 - BOTTOM RAIL 1.076 E .094 2.156 8 L.795 C3r7 DOOR TRANSOM MULLION ADAPTER i .170Tj.oi .05659 9 JAMB SCREW COVER 100 .060 .930 TR k^-2.010 9A TRANSOM SCREW COVER 655� 1.000 .050 1.365 062 1.238 12 FLUSH BOLT BLOCK .123 1.000 L 5 07k 1.000 17A INTERIOR GLASS STOPS .662 1 - 1.196 F - .050 1.365 7I� .922 '803 1.365 .144 1.116 1J 1 EXTERIOR GLASS STOP 1.500 .299 1.939 DOUBLE DOOR ASTRAGAL 7I.855 1.280 ""0 �� 2.089 1.375 a SINGLE DOOR ASTRAGAL 1.900 -1 2.000 .094 L .078 CHAIR RAIL L 1�3�i5 .o7e J 1.070 L SNAP COVER STEEL REINF. .717 .102 .062 � .5T00 415 i l 4.000-�i • • • • • QPTIOW & • • 36 THRESHOLD COVER • • O • ADA TPHRESHOLD • • • • • • ••• • 2.382 • • • •• • • • •• .250 • • or • • 0. • • • • • • • • • 4.632 • • • • •• • •• • • • • OPTION #2 3s ADA THRESHOLD ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -q 1.146 .094 1.969 064 174 I f---- 2.021 JAMB/MULL ADAPTER OwDuc r `` ''\ • VOEN@c'••• No. 70592 Jan8,2079 STATE OF • a N � c, U � En CEn Ln 0'xi a UU I 7o6 r I 0 0] V) vi N v n R I � drawing no. W13-68 LOCK OPTIONS 1 & 3 STD 3 POINT LOCK MAX. FRAME HEIGHT = 108 IN. MAX. LEAF = 36-9/16 IN. MAX. DESIGN LOAD = 80 PSF A„CTWE I Fec; OPTION 11: 3 POINT LOCK ASSEMBLY (Ml805S) BY 'ADAMS RITE' WITH 4015 THROW BOLT AT 35-1/2• FROM BOTTOM FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEAD AND SILL OPTION #3: LOCK ASSEMBLY (W5110-STACT6) BY 'ASHLAND' WITH THROW BOLT AT 35-1/2" FROM BOTTOM FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEAD AND SILL INACTIVE 1-FAF CONCEALED FLUSH BOLTS (FB-1202-914) BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 13-1/2• FROM BOTTOM AND 34• FROM TOP I JACTIVE I ACTIVE INACME 36-9/16• 1 36-9/16• LOCK OPTION i2 NOT USED LOCK OPTION 4 MAX. FRAME HEIGHT = 97-3/4 IN. MAX. LEAF = 36-9/16 IN. MAX. DESIGN LOAD = 60 PSF ACTIVE LEAF: EXPOSED FLUSH BOLTS (FB-1202-914) BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON FACE OF LEAF STILE LOCATED AT 13-1/2• FROM BOTTOM AND 34• FROM TOP INACTIVE LEAF CONCEALED FLUSH BOLTS (FB-1202-914) BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 13-1/2" FROM BOTTOM AND 34• FROM TOP :j 1 ACME ACME MACTIVE 36-9/i6' 36-9/16" LOCK OPTION 5 PANIC EXIT DEVICE (SVR) MAX. FRAME HEIGHT = 97-3/16 IN. MAX. LEAF WIDTH = 36-9/16 IN. MAX. DESIGN LOAD = 62 PSF ACTIVE A INACTIVE ICAO. SURFACE VERTICAL ROD PANIC EXIT DEVICE BY 'JACKSON PANIC SYSTEM' MODEL 1275 LOCATED AT 38" FROM SILL AT EACH LEAF. PANIC BAR FASTENED TO LEAF WITH (1) /8-32 X 1/4" SOCKET HEAD MACHINE SCREW (1) /6 X 3/4• FH TEK SCREW TOP AND BOTTOM LATCH ASSEMBLY BRACKETS FASTENED TO STILE WITH (2) 1/4-20 X 1-1/4• SCREWS. PART / REQD. DESCRIPTION MATERIAL MANE./SUPPLEER/REMARKS U ov3: SIW523 AS READ. FRAME TRANSOM HEAD RAN 6063-T6 ALTERNATE TO 2 �� SIW505 1 DOOR/SVBJTE FRAME HEAD/SILL 6063-T6 - "I SIW50% 1 TRANSOM MULLION 6063-T6 - 0 q s 6M5O6 2/DOOR FRAME JAMB 6063-T8 SM502 1/ LEAF DOOR TOP/BOTTOM RAIL 6063-T6 - Q f L a a SIW537 1/ LEAF DOOR BOTTOM RAIL (6' 6063-T6 SEE SHEET 13 �, C. Illpypypy" O U SIW536 1/ LEAF DOOR BOTTOM RAIL (8•) 6063-T6 SEE SHEET 13 d Lail SIW503 2/ LEAF HINGE STILE/LOCK STILE 6063-T6 - ��u C C u SIW507 2/ LEAF SIDEUTE SASH STILE 6063-T6 - G w SIW542 AS REDO, DOOR TRANSOM MULLION ADAPTER 6063-T6 - ii SIW511 AS READ. SCREW COVER 8063-T6 JAMB & TRANSOM O 1 O Q 5 SIW509 AS READ. DOUBLE DOOR ASTRAGAL 6063-T6 - C .0 ` a q SIW535 AS READ. SINGLE DOOR ASTRAGAL 6063-T6 - yRA Izi 0 YFi SIW510 AS REDD. SCREW COVER 6063-T5 - Q W SIW512 AS REDD. INTERIOR GL SS STOP 6063-T5 - 4 USE DWF-024 AS REOD. INTERIOR GLASS STOP 6063-T5 - j W SRV513 AS REDD. EXTERIOR GLASS STOP 6063-T6 - O SW533 AS REQD. EXTERIOR GLASS STOP 5063-T6 - -- SM504 AS REOD. DOOR .LAMB/MULL ADAPTER 8063-T6 - r 9016E - BULB WSTRIPPING VINYL CENTRAL PLSTICS v o U4513 - 0-LON WSTRIPPING VINYL SCHLEGEL H 55M AS REDD. INTERIOR GLAZING GASKET (DUROMETER 7035) SANTOPRENE BY CENTRAL PLASTICS C, .-. 5531 AS READ. EXTERIOR GLAZING GASKET (DUROMETER 70t5) SANTOPRENE BY CENTRAL PLASTICS tiaka v W23201NW0020 AS ROD. FINSEAL PILE WSTRIPPING - ULTRAFAB < /8 X 1/2• - ASTRAGAL SCREWS PH SMS - AT 4• FROM ENDS & 8. O.C. j8 X 1/2" AS READ. GLASS STOP SCREWS SELF DRILLING - AT 8• FROM ENDS & 15" O.C. MAX. 4j to #12 X 1-1/4• - FIX. PANEL SCREWS PH SMS - AT 6• FROM ENDS & 17' O.C. MAX. CO _ 5044HD 4/LEAF BUTT HINGES ST. STEEL DELTANA . Z U Y AS REDD. MULLION REINFORCING STEEL - 0 O m N f12 X 4• 1/ CORNER FRAME ASSEMBLY SCREWS ST. STEEL PH SMS I ^ r m j12 X 2• AS REOD. FRAME AND LEAF ASSEMBLY SCREWS ST. STEEL PH SMS ui✓✓✓ERR � /12 X 1/2" AS READ. HINGE ASSEMBLY SCREWS ST. STEEL ili MS TYPE F SS 20305 AS REDO. ADA THRESHOLD OPTION /1 6063-TS D9019AV36 AS READ. DOOR BOTTOM SWEEP ALUMPANYL BY CRL O SIW521 - FLUSH BOLT BLOCK 6063-T6 - /2 - FLUSH BOLTS - SULLIVAN & ASSOC. 5Y2 SIW539 - 2• CHAIR RAIL 6063-T6 - SI^ a SIW546 1 ADA THRESHOLD OPTION #2 6063-T6 - SIW547 1 THRESHOLD COVER 6083-T6 0W & B SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SMALL JOINT SEALER. alg HINGES: • • . • • • • • • • • • `. JP�. i.... 4" X 4• ST. STEEL BUTT HINGES DELTANA (DSB4NB OR SD44HD) N8F AT 13• FROM TOP AND BOTTOM ENDS AND 26-5/8. O.C. MAX. n : HINGE ATTACHED TO DOOR FRAME AND gOOR STILE A"DUCFAEVJ� Kim 70502 USING 4 12 X 1FH MS " • • • • • • �taePlfiq dLY RM.>Rrw : {T A • • • • b.rhtcw • ` 3 HINGES PER LEAF UPTO 6/8 HIGW DOORS • • • weAP m. Mu 1 ; /N{ •, g Jan 8 2019, a HINGES PER LEAF DOORS HIGHER TFLfN 6/6 • •• NYspn�ee A� �0•. STATE Ok 4(/� drawing no. •.• :• ..' 'Itl. •l. G..�,1F %'�''•.!toRLo���; W13-68 ••• • • • • ••• • • • • • • • • • • • • z m� 3 / � 27 � / � 27 0 °' • J Ol HA q Z _ z _ L TRANSOM TOP CORNER //. Z as O D00 SIDELITE 26 FRAME TOP CORNER a N ADA THRESHOLD CORNER sW o OPTION #2 xo G Ji C N N #8 X 1/2' FH MS 2K2 a '® 2 PER SIDE ++� U i �0 /"/ .• / 52 to C.1 m N / JB v► rn o i � o o / - kg TRANSOM MULLION CORNER / / n o 6" X 1-7/8" X 1/8" ALUM ANGLE so 1-1/4" WIDEso .2 •o o $ $ • • • • • • ADlfi THRESHOLD CORNER : c° / / • • ••• OPTION #1 ```ttttt ••••••• ••• •• ucFJ+Olt c •xoDuc r wv>ii No. ?ose2 I� Q►aesplucetYo I �- d+i►elt/ • • • • Jan 8,2019 • • • • • •0 ��r>Aaa i ��7`h•+''f'P I BTA7E OF � �� drowing no. • • •• IL � .Ll+•��� i S F[OR10f;.•'•�y��� W13-68 DOOR/SIDELITE ���MAA �tt sheet �$of tg FRAME BOTTOM CORNER ttiiittt ••• • • • • ••• • • • • • • • • • • • • ACCESS HOLE r� 27 O y n ® O v �O VT eri pd�o8 � yy�j o � u�S•Te a i DOOR TOP CORNER o_ ACCESS HOLE U v J Q M to J O= Ux m To,0Q I a 6Om r 0 to v ST. STEEL �i N WO O WASHER 2' x 1.2' x .15' ALuu PUTS (`y CHAIR RAIL CORNER � 3 8 THREADED ROD / 27 Mt011UC r QEYiBfF ra unpile jwoft'lFl�lY6 `.aiv. o � � @ A 1 d I Sl • 14 BLpInNr Dfet�3 • o� i i Q� 8 (; •• ••• • • • • • •• im Ae ft / p1mlimt •• .2 inn - c ACCESS HOLE • . • • . • • • • • . • • • • • • ``�\111111��7j7''' n ^ •� •'•upEN3.. �i ` � s 3/8' NUT •. • • • . •. • • • 140.70592 i•• • •.i i • t•• i i JanB2019�; Car drowin no. •. . . STATE %•SS.�ioRlo�.•��: W13-68 DOOR BOTTOM CORNER 7777�0"Iitj.���`� eheet16016 • • • • • • • • • • ••• • • • ••• • • Client: Project Name ALPmFAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT ASP WINDOWS & DOORS 1036 NE 95th STREET Project Desc.: 1036 NE 95th STREET MIAMI SHORES, FL 33138 AFC Number: 19-0528 Design Criteria: i, Florida Building Code 2017 Building Height (ft.) : 15' ii, Wind Loads are calculated as per ASCE 7-10. General Notes: Date: Aug 26, 2019 Engineered By: EM Checked By: SMA - Any deviations from conditions shown on calculations or drawings shall be engineered separately. - Al-Farooq Corporation will not provide a letter of compliance / inspection report unless called during installation. - Engineering drawings are checked for structural requirements only. Additional Notes: Disclaimer: - This document is not valid without the embossed seal of an engineer employed by Al-Farooq Corporation. - No portion of this document may be used or reproduced in any manner. Unless authorized by signing professional Javad Ahmad, P EB C.A.N.#3538 7 2019 FL# 70592 9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfaroogCopafceng.com ASP WINDOWS & DOORS 1036 NE 95th STREET MIAMI SHORES, FL 33138 Coefficient Kh 1.03 Coefficient Kzt 1.00 Velocity Pressure Evaluated @z [qz] (Ib/f A2) 68.64 Wind Speed (mph) 175 Mean Roof Height [h] (ft) 15.00 Importance Factor 1.00 Height Above Gnd. Level [z] (ft) 15.00 Exposure Category D Horizontal Dimen. of Bldg. (ft) 45.00 Risk Category 2 Roof Slope (deg.) > 10 Type of Building With Impact Protection Coefficient Kz 1.03 Coefficient Kd 0.85 Velocity Pressure Evaluated @h [qh] (Ib/ft^2) 68.64 Component Size Gcp Coefficients Gcpi Coeffff, Design Wind Pressures (Ib/ft"2) Mark Comp Type W (in) H (in) S (in) A ft^2 Z4+ Z5+ Z4- Z5- Pos Ne.4 Z4+ Z4- Z5+ Z5- In Zone ALL 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 48.6 -52.7 48.6 -65.1 C i� N O • • • • %: • • ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING: AL-FAROOQ COI?QOR.4fION,4J5•S4V. 87-theA VE, MIAMI FL. 33174. TEL:305-264-8100 Engineers Seal Engineers Name And Signature .•U g Design Date Design Reference Number • • • ••• . • •/01C9 ¢59:42 PM SS-19-0528 ' ... •' r Project assessment Installation Lead Time: 4-5 Months Project Details: • Product Type: SIW Front Door and Side Door • Frame Type: Aluminum • Frame Color: White • Glass Thickness: 7/16" • Glass Color: White inner layer 1,2 • Door Locking System: Double Bore • Door Handle Design: Client to provide Hardware • Handle Color: Satin Nickel • Hinge Color: Satin Nickel • Bottom Rail Dimension: 4" rail both doors • Privacy Glass Marks: 1,2 • Colonials: See CAD o If yes, sign off on design required • Wood Triming: client to provide molding • If Multitrack or wood walls (Wall Thickness): N/A • Sliding Door Screen (Yes or No): No .wow•. .... • ...... .... •.•.•• • . .... .... ..... .••.•• • • •• •• •• • .••.•. •.. .•• • • . • . • • ..woos w • .•.... woos Incidentals: • Floor cutback: no • Floor Work: not included (Client is responsible for Floor Work) o Flooring may be affected converting from non -impact products to impact products • Sill work: Not included (Client is responsible for Sill Work) o ASP will attempt to salvage existing sills • Note: Large top buck use 4x4 Client Information: • Date:7/29/2019 • Customer Name: Daniel Jorge Aguiar (Jorge Diaz, spouse) • Project Address: 1036 NE 95th Street Miami Shores, FL 33138 • HOA Information: N/A • Year House Built: 1940 • Lead Test Results: N/A • Number of bedrooms with work done: N/A • Window Count: 0 • Door Count: 2 • Bar or Shutter Removal: N/A • Restructuring: N/A • Can Trailer be left overnight: N/A •••• •••••• a • Sign Here: This project assessment shall be the final details for this project order. Purchaser agrees to all of these details but is not responsible for the final measurements. Purchaser will have 24 hours from date of project assesement to make any changes. There will be a $250 admimistration fee if any changes are made after 24 hours.