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WS-19-595Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 PermitW.: WS-W-19-596 Permit Type: Windows/Shutters C/assi* cai r n: Window/Door Replacement Permit Status: Approved Josue Date: 3/26/21319 I Expiration: 09/16/2019 Location Address Parcel Number 101 NW 100TH TER, Miami Shores, FL 33150 1131010220220 Contacts GB&T INVESTMENTS LLC Owner JENNIFER TAMAYO 101 NW 100 TER, MIAMI SHORES, FL 33150 Home: 3059702905 AEON CONSTRUCTION COMPANY Contractor OSCAR RESTREPO 849 SW 7 ST, MIAMI, FL 33130 Business: 7863290186 Description: RETRO FIT WINDOWS & DOOR INSTALLATION Valuation: $ 8,900.00 Inspection Requests: 15 WINDOWS & 3 DOORS 305462-4949 TotalSq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $5.40 DBPR Fee $4.20 DCA Fee $2.80 Education Surcharge $1.80 Scanning Fee $9.00 Technology Fee $7.00 Windows/Shutters Fee $230.00 Total: $310.20 Building Department Copy Payments Date Paid Amt Paid Total Fees $310.20 Credit Card 03/26/2019 $310.20 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. rt J 2+r,r,t Tg -n a k a Authorized Signature: Owner / Applicant / Contractor / Agent Date March 26, 2019 Page 2 of 2 6 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 FBC 20 BUILDING Master Permit No. NS'3-11 ` 1-5 PE IT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: fa, 1, hw , I ob+h City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 31,01— p%Z—QZZ0 Is the Building Historically Designated: Yes NO , Sd Occupancy Type: S F , Load: Construction Type: I r^-oci— Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 0 0' r I �"fihone#: -305 "'17 a.QDq ()J Address: C-54-F06 SU-') i i f3k-y-e- City, a —A" �� State: � Zip: J�t315-7 Tenant/Lessee Name: Phone#:. 3aZ 9.0l Email: i1'!%2Ekmovy'sGas M V,9!qo0• Al CONTRACTOR: Company Name: AEON rOMPANV Phone#: 305 . y09• �9q6 Address: "ItIl SW City: 1 A-M i State: FL . Zip: 3 Qualifier Name: 06C,49- Phone#: 3v5 . 415, • 62-5G State Certification or Registration #: C6C /S2 � 3 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address:--71'1jCity: State: Zip: t, o0 Value of Work for this Permit: $ X 417�--- Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: ;"arlm � 3 d()orT Specify c.pd olo�i5f 'oloilhl. r&161e: Submittal Fee$ Permit,FeeF$ Scanning Fee $ Radon Feer$ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $, CO/CC $ a DBPR $' Notary $ Double Fee $ Bond $ 22 TOTAL FEE NOW DUE $ J + _ (Revised02/24/2014) ,.Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City '........... I- N N State ^---�— Zip ME 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. --. I "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 o� esti ated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement dnd construction I n law brochure will be delivered to the person r whose property is subject to attachment. Also, a certified copy of the recorded n o e co mencement must be posted at the job site - for the first inspection which occurs seven (7) days after the building permi is issue . 1 the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 0 ' �""Signature, OWNER or AGENT The foregoing instrument was acknowledged before me this day of Mbrr.h 120 , by �rJ'Ai(?r TOMGU 0. who is p e+:�rr o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ICAwve, N i Seal: CONTRACTOR The foregoing instrument was acknowledged before me this day of rlrm C,�N 201J by OSCL r PZS+ who is personally known to me or who has produced R--10 (0!S'2> SflOI-1()as identification and who did take an oath. NOTARY PUBLIC: Sign: Dc� Print N'M VeS Seal: .—..—� ;• ;;i�'��F•.,• SULAIh_ VEVES ;, �'_� SULAAE NIEVES NoP;,blic - x •a o` Florida ; 2.. `. � Notary PLbtic -State of Florida t' 't**�et9!$S'iri16Q4$3** ********* ;, F.ly Comrr. Expir=s Jan 29. 2022 vo:aryAssn. = ceC:nrrjgh,va:,-ra vo:aryAssn. APPROV Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection 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 for this inspection, is for the verification of conformance with Product (NOA). d ement: r SW wo /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) ❑ 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: 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. ❑ 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 Ix), 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 CFN: 20190162304 BOOK 31363 PAGE 4193 DATE:03/13/2019 12:16:31 PM THIS INSTRUMENT PREPARED AND RETURNED TO: DEED DOC 2,232.00 BY: HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY Andrew S. Lee, Esquire Andrew S Lee, P.A. Miami Title Grgup, Inc. University Place Corporate Office 5220 South University Drive 150 S.E. 2n4 Ave. Suite #204C Suite #PHI Davie, FL 33328 Miami, FL 33131 (954)440-2536 (305)514-0600 Property ID: II-3101-022-0220 Space Above T0bis Line For Recording Data THIS WARRANTY DEED, made this day of I U� 4 14y 2019 by Arsrold Escarmant and Annette Escarmant, husband and wife, whose address is 1121 NE 1 111° Street, Miami, Florida 33161, herein called the Grantor, to Rockwood Investments, Inc. a Florida Corporation, whose address is 101 NW 100' Terrace, Miami Shores, Florida 33150, hereinafter called the Grantee: (Wherever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) W 1 T N E S S E T H: That the grantors, for and in consideration ofthe sum of TEN AND 00/100'S ($10.00) Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargainsi sells, aliens, remises, releases, conveys and confirms unto the grantees all that certain land situate in MIAMI-DADE COUNTY, State of Florida, viz.: Lot 7 and East 1/2 of Lot 8, Block 3, GOLD CREST, according to the map or Plat thereof, as recorded in Plat Book 21, Page(s) 56, of the Public Records of Miami -Dade County, Florida. Property address: 101 NW 100tb Terrace, Miami Shores, Florida 33150 Subject to: (1) Taxes for year of closing and subsequent years; (2) zoning and/or restrictions and prohibitions imposed by governmental authority; (3) restrictions and other matters appearing on the plat and/or common to the subdivision, without serving to reimpose same; (4) Restrictions, covenants, provisions and those matters which appear in the Declaration of Covenants and Restrictions. TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND, the grantors hereby fully warrant the title to said land and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, the said grantors have signed and sealed these presents the day and year first above written. Signed, seal delivered in the presence of AA_ ]ftness Signature: Print e: /� /r�U✓ �3 . Witness Sig Print name: NArIt ' i Z7 Arnold Esarma Forwarding address: 1121 NE I I Ph Street Miami, FL 33161 tte Esarmant STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this Jeday of L 12441 2019 by, Arnold and Annette pcarmant, husband and wife, who are personally known to a or have produced L as identification. SEAL t�t;a•o kt ANDREW& LEE ,Wry -Public *if * MY COMMISSION I FF 9A W EXPIRES: July 31, 2019 Prepared by and return to: Gabriel Bodner Miami Title Group, Inc. 150 SE 2nd Avenue Suite PHI Miami, FL 33131 (305)514-0600 File No 19-0203A Parcel Identification No 11-3101-022-0220 Above This Line For Recording WARRANTY DEED (STATUTORY FORM — SECTION 689.02, F.S.) CFN: 20190167872 BOOK 31367 PAGE 401 DATE:03/15/2019 08:53.56 AM DEED DOC 2,400.00 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY This indenture made the 28th day of February, 2019 between Rockwood Investments, Inc., a Florida Corporation, whose post office address is 261 N.E. 1st Street, Suite 211, Miami, FL 33132, of the County of Miami-Dad6, State of Florida, Grantor, to GB&T INVESTMENTS LLC, a Florida Limited Liability Company, whose post office address is 15400 S.W. 81st Avenue, Miami, FL 33143, of the County of Miami -Dade, Siate of Florida, Grantee: Witnesseth, that said Grantor, for and in consideration of the sum of TEN DOLLARS (U.S.$10.00) and other good and valuable considerations to said Grantor in hand paid by said Grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said Grantee, and Grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade, Florida, to -wit: Lot 7 and East 1/2 of Lot 8, Block 3, Gold Crest, according to the map or plat thereof, as recorded in Plat Book 21, Page(s) 56, of the Public Records of Miami -Dade County, Florida. Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. Subject to taxes for 2019 and subsequent years, not yet due and payable; covenants, restrictions, easements, reservations and limitations of record, if any. TO HAVE AND TO HOLD the same in fee simple forever. And Grantor hereby covenant with the Grantee that the Grantor are lawfully seized of said land in fee simple, that Grantor have good right and lawful authority to sell and convey said land and that the Grantor hereby fully warrant the title to said land and will defend the same against the lawful claims of all persons whomsoever. Warranty Deed File No.: 19-0203A Page 1 of CFN: 20190167872 BOOK 31367 PAGE 402 In Witness Whereof, Grantor have hereunto set Grantor's hand and seal the day and year first above written. Signed, ed an deliver in our presence: Rockwood Investments, Inc., a Florida Corporation WI ian Salazar By: Michae ener o, President WITNESS — Beverly A t— STATE OF FLORIDA COUNTY OF MIAMI-DADE The t was Inc., a Prinnt7FSThYName of otary Personally known: OR Produced Identification: Type of Identification Produced: -dged before me this at day of February, 2019 by Michael Venereo, as President of Corporation, on behalf of the Corporation. Notary Public State of F"a +P% Yllian Salazar +� , My Conxnissim GG 121726 4j� N Expires o7m/2021 Warranty Deed File No.: 19-0203A Page 2 of �(0 - a (0�7 � 19-5 �)9 Electronic Articles of Organization For Florida Limited Liability Company Article I The name of the Limited Liability Company is: GB&T INVESTMENTS LLC L18000277010 FILED 8:00 AM November 30, 2018 Sec. Of State slsingleton Article II The street address of the principal office of the Limited Liability Company is: 15400 SW 81 AVE MIAMI, FL. 33157 The mailing address of the Limited Liability Company is: 15400 SW 81 AVE MIAMI, FL. 33157 Article III The name and Florida street address of the registered agent is: JENNIFER TAMAYO 15400 SW 81 AVE MIAMI, FL. 33157 Having been named as registered agent and to accept service of process for the above stated limited liability co?any at the place designated in this certificate, I hereby accept the appointment as registered agent and ee to act m this capacity. I further agree to comply with the provisions of all statutes relating to proper and complete performance of my duties, and I am familiar with and accept theobligations my position as registered agent. Registered Agent Signature: JENNIFER TAMAYO Article IV L18000277010 The name and address of person(s) authorized to manage LLC: FILED I embe0 AM 2018 Title: MGR Sec. Of State JENNIFER TAMAYO sisingleton 15400 SW 81 AVE MIAMI, FL. 33157 Title: MGR JACQUELINE MODIA 8790 SW 51ST ST MIAMI, FL. 33165 Article V The effective date for this Limited Liability Company shall be: 11/30/2018 Signature of member or an authorized representative Electronic Signature: JENNIFER TAMAYO I am the member or authorized representative submitting these Articles of Or anization and affirm that the facts stated herein are true. I am aware that false information submitted in a document to the Department of State constitutes a third degree felony as provided for in s.817.155, F.S. I understand the requirement to file an annual report between January 1 st and May 1 st in the calendar year following formation of the LLC and every year thereafter to maintain "active" status. Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: l . The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part- ' e employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only erson a 1 d to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' ompen in rance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SI ING BE W OU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS Signature: Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this 10 day of NjGrG1l 20 ��• By d S (-f-A i 9-4V Y_(5() 0 who is personally known to me or has produced 9_12)(a GS8 0l --) U as identification. r Notary: SEAL: - - - - - - - - - - - - - - SULAINE NIEVES Notary Public — Sate o- Florida Nty Comm Expires Jan 29, 2022 Bonded:rro.,gcNaxra Nc:aryAssn. AEON CONSTRUCTION COMPANY March 18,2019 State of Florida County of Miami Dade Before me this day personally appeared Oscar Restrepo who, being duly sworn, deposes and says: The he will be the only person working on the project located at 101 NW 100th Terr, Miami Shores, FL 33150. Sworn to (or affirmed) and subscribed before me this -QE�day of Ur h 204 by 0SUAr Restreipo Personally Known Or produced Identification Type of Identification Produced 12IS&(o588_j0110 14 NE 1st Ave Suite 1110 Miami, FL 33132 USA e Jor Sta p Name of No a SULAINE REVES` .' Notary Public - st 4914 1 _ Corr GG af'2r tB �, My Corm ExG'c_ -'^ 2E As2e PHONE (305) 45 FAX (305) 409-7996 Bonding Company's Name (if applicable) Bonding Company's Address Citv State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address =will& Zip City _ State -- Zip ---- Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with o esti pled value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction 1 n law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded tt e , co mencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permi is issue the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 9—,Td— —�`"-'" OWNER or AGENT The +foregoing instrument was acknowledged before me this 12, day of _M&r k - 20 by tm iw TO0 ; who is peii%ZW wrr�o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: CONTRACTOR The foregoing instrument was acknowledged before me this )2_ day of N1Gr C 20 19 , by C)S[L r RFS+rP-)Q, who is personally known to me or who has produced Ifz-.'z( USZ?fldri as identification and who did take an oath. NOTARY PUBLIC: Sigrs;- Prin Seal: Seal-, r SULAAN= N'EVES �0��ty,SULAANE NIEVES r'NvayPLblicco Rodda f}Notary Public Stata of Florida yc ��,ii tyt Ck er, EACkas Jart M 20i22 9crceC r„�ghAa .ra NoaryAssil APPRQV Plans Examiner Zoning 03/26/2019 10:24:52 AM Structural Review Clerk (Revised02/24/2014) 4RACeT W C �t1� HOoO3 It DooRS. K'� B 1019 $Y L Rw mcb.; KiTcNCr1 NEW mtw 6kOM.... . . . . . . . . . . . cisllmii TO . . . . .. ... . . .. . . . . . . . . . .. . ... . . .. . -beb oom 1 mw 19 ' p ( NW l oe 76teac'e, m1w, s++otes PL- 33►50 STRUCTURAL CALCULATIONS — WIND PRESSURES PROJECT: 101 NW 100TH TERR. MIAMI SHORES, FLORIDA By: . . .... ...... Denis k. Solano. P. E. ...... .... .... .. ...... : • • • •: P.E. #: 56902 ...... .... ..... S.I. #: 2046 • '••: ••'•• •••••• C.O.A. 00009095 : ":' : . . . . ' • ...... DENIS K. SOLANO, P.E. ASSUMES RESPONSIBILITY FOR BOTH MANUAL y.� AND COMPUTER GENERATED CALCULATIONS (1-4) SolVer Structural Partnership, Inc. 950 NW 22nd AVENUE MIAMI, FLORIDA 33125 (305) 643-8699 PHONE (305)643-8692 FAX WWW.SOLVERSP.COM O No. 56902 ; �r 'v STATE 0 :A-, 0 ` ��► t •Vic NECAWind Version 2.1.0.7 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2019 www.mecaenteEprises.com Date 3/21/2019 Project No. Company Name SOLVER Designed By ASG Address 950 NW 22 AVE Description REMODELING City MIAMI Customer Name AEON CONST. State FL Proj Location 101 NW 100TH TER File Location: C:\Solver Projects\JUAN DOMINGUEZ\WIND CALCULATION.wnd Directional rocedure Simplified D a_ phragrm Bui-Iding �Ch 2-7_Part 2-) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed_(V) _ _ _ 1.80_ 0.0 _mph. Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 9•4.65 Cc = 0.20 1 = 0540.60 ft,e..e. Epsilon = 0.20 Zmin '..' : = .15.90 ft s• Slope of Roof = 1.91 : 12 Slope of Roof (Theita�.. = %046 Deg..:. Ht: Mean Roof Ht = 12.75 ft Type of Roof ...:.. = Hipped RHt: Ridge Ht = 15.50 ft Eht: Eave Height .... = ..10.00 ft:" ": OH: Roof Overhang at Eave= 2.00 ft Roof Area 'sees' = 8:.d4.60 ft;.... 2 sees.. sees • sees. Bldg Length Along Ridge = 75.00 ft Bldg Width Acros40%cj�e= '.6,6.00 ft...... e Gust Factor Category I Rigid Structures - Simplified Methoct••�•: • •• . . Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 0.85�•••• • . . . .sees. Gust Factor Category II Rigid Structures --Complete Analysis • .�• • Zm: 0.6*Ht = 15.0�(1e1t lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.91 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0.33*z = 4.21 Kzt (0.33*z): Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 = 180.00 mph Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not include effect of internal pressure MWFRS-Wall Pressures for Wind Normal to 65 ft wall L/B = 1.15 ph: Net Pressure at top of wall (windward + leeward) = 40.05 psf p0: Net Pressure at bottom of wall (windward + leeward) = 40.05 psf ps: Side wall pressure acting uniformly outward = .56 * ph = 22.24 psf pl: Leeward wall pressure acting uniformly outward = .36 * ph= 14.54 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 25.51 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 25.51 psf 0 MWFRS-Wall Pressures for Wind Normal to 75 ft wall L/B = 0.87 ph: Net Pressure at top of wall (windward + leeward) = 40.86 psf p0: Net Pressure at bottom of wall (windward + leeward) = 40.86 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 22.06 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 15.53 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 25.33 psf pwO-:—W-tr dward-wa-ll grime--act-i-nz un--f6rm-ly-ou-twa-rd = p -p-r 2-5.33-psf See Fig 27.6-2 for Parapet wind pressures Pn Wall Pressures See Table 27.6-1 Po Elevation Roof Pressures See Table 27.6-2 Mean roof ht. . . .... ...... ...... .. .. ...... Wind •••••• .. .. It ...... .... ..... Plan •••••• • . . • • •••••• . • • Net Wind Pressures on Roof (Table 27.6-2): Exposure Adjustment Factor = Zone Load Casel Load Case2 ---- Psf ---------- psf ---------- 1 .00 .00 2 .00 .00 3 -38.04 .00 4 -33.96 .00 5 -27.84 .00 1.000 Note: A value of 10' indicates that the zone/load case is not applicable. Sipped Roof Roof Overhang Loads (Figure 27.6-3): Load Case 1: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Load Case 2• — govh-lo -ver ang pressure for zone 1 Povh3: Overhang pressure for zone 3 Zones '1 or Pt ' itl''tlltl �.)1'Ct'#ili'31'i .00 psf _ -28.53 psf • .uu psr .00 psf . t , - HECAWind Version 2.1.0.7 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2019 www.mecaenterprises.com Date 3/21/2019 Project No. Company Name SOLVER Designed By ASG Address 950 NW 22 AVE Description REMODELING City MIAMI Customer Name AEON CONST. COMPANY State FL Proj Location 101 NW 100TH TER File Location: C:\Solver Projects\JUAN DOMINGUEZ\WIND CALCULATION.wnd a _ --- 2 --- 2 I,i 1 ; �'�� Root not ,�" shmm 5 2; 1 1 2 21 1 ;2 51 J ' • loose 1000* .5 Walls Hip Rosi7.�r8 <= 2J•.. a 00-00- • u ..•.•. Wind Pressure on Components and Cladding (Ch;3Q•Rart? 1) All pressures shown are based upon ASD Design, with a Loa&* Fa'ctor;ot".. 6 Width of Pressure Coefficient Zone "a" = 5.1 ft Description Width Span Area Zone Max Min Max P Min P ft . ft ft^2 -------------------------------------------------------------------------- GCp GCp psf psf ALL OPENINGS 2.00 5.00 10.0 4 0.90 -1.10 42.34 -50.18 ALL OPENINGS 2.00 5.00 10.0 5 0.90 -1.40 42.34 -61.94 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.93 Qhcc:.00256*V^2*Khcc*Kht*Kd = 39.20 psf M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Sunshine Windows Manufacturing, Inc. 1745 W. 33'd Place Hialeah, FL 33012 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 mateoi" fails to perform in the accepted manner, the manufacturer will incur the expense of such-teslirtg and tke 960IJ may • • • • immediately revoke, modify, or suspend the use of such product or material within't1ieit jurisdjdti4n; RER • • reserves the right to revoke this acceptance, if it is determined by Miami-Dade'Militty Proddct'Control * Section that this product or material fails to meet the requirements of the applicable Mlalng code. • %* s o: This product is approved as described herein, and has been designed to comply •y'o.* he Flo; ida 1)uilding • • • . • Code, including the High Velocity Hurricane Zone.- • ...... .... ..... DESCRIPTION: Series "2017 Sidelite" Aluminum Fixed Window — L.M.I. • • • • • �� • • • • • • • APPROVAL DOCUMENT: Drawing No. FS01-17, titled "Series 2017 Alumir um'Med Window Large•• • Missile Impact Resistant", sheets 1 through 10 of 10, dated 09/07/17, prepared byman ifactur(t! %igftd an4 sealed by Francisco Hernandez, P.E., bearing the Miami —Dade County Product Cowl Approval stomp wit:* • • the Notice of Acceptance number and approval date by the Miami -Dade County Product ControlAwObn. MISSILE IMPACT RATING: Large and Small Missile Impact 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 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. NOA No. 17-1017.08 Expiration Date: April 05, 2023 3 f 2? 18 Approval Date: April 05, 2018 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. FS01-17, titled "Series 2017 Aluminum Fixed Window Large Missile Impact Resistant", sheets 1 through 10 of 10, dated 09/07/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 ....... • • .... along with marked -up drawings and installation diagram of a;&IL 2011 %itlept, •, prepared by Fenestration Testing Laboratory, Inc., Test Report No *VTL-88S5gaated • • • • • • •••••• • 06/01 /16, signed and sealed by Idalmis Ortega, P.E. ; • • • • ; **Go • • • .... . .. C. CALCULATIONS •••••• •••• ..... ••:••• 1. Anchor verification calculations and structural analysis, compf} inywith FBC 61h "' •:' Edition (2017), prepared by manufacturer, dated 09/04/17, siFe*J and seajedV ; Francisco Hernandez, P.E. ; • • • • • • • • • • 2. Glazing complies with ASTM E1300-04 •. .. 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 "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. *,_760 Manuel Perez Product Control Exa in r NOA No. 17-10 .08 Expiration Date: April 05, 2023 Approval Date: April 05, 2018 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6" Edition (2017) and of dated 09/04/17, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest with the lab, dated 09/04/17, signed and sealed by Francisco Hernandez, P. E. 3. Testing Proposal issued by the Product Control Section, dated April 1, 2015, signed by Jaime Gascon, P.E. G. OTHERS 1. None. . . .... ...... ...... .. .. ...... .... . .. ..... ...... .... ..... .. .. .. . ...... . . . . ...... .... % Manuel Perez, roduct Control Exam ner NOA No. 17-101 . Expiration Date: April 05, 2023 Approval Date: April 05, 2018 E-2 GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 6TH EDITION (2017). 2.- SHUTTERS ARE NOT REQUIRED. 3.- REFERENCE TEST REPORT FTL-8885 DATED ON 07/22/2016. 4.- FOR INSTALLATION REFER TO ANCHOR DISTRIBUTION ELEVATIONS ON SHEET 2 OF 10 AND TYPICAL SECTIONS ON SHEETS 7 THRU 9. 5.- WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ANCHORED AND SEALED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 6.- WOOD HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE SOUTHERN YELLOW PINE G = 0.55 OR GREATER DENSITY AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 7,- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm' = 2000 PSI MIN. B.- STEEL HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL NOT BE LESS THAN 1/8" THICK. STEEL SHALL BE Fy = 36 KSI MIN. STEEL STRUCTURE SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 9.- ALUMINUM HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL. THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". ALUMINUM SHALL BE 6063-T6 AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 10.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC 6TH EDITION (2017). 11.- SURFACE APPLIED FALSE DECORATIVE COLONIAL MUNTINS ARE ALLOWED. 12•- SEE CORNERS DETAILS ON SHEET 10 OF 10. 13.- USE NON -SHRINK, NON-METALLIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. INDEX OF DRAWINGS: 1 OF 10 .- GENERAL NOTES AND INDEX OF DRAWINGS. 2 OF 10 ELEVATIONS AND ANCHOR DISTRIBUTION. 3 OF 10 DESIGN PRESSURES CHARTS. 4 OF 10 VERTICAL AND HORIZONTAL SECTIONS. GLAZING DETAILS. 5 OF 10 EXTRUSIONS DETAILS. 6 OF 10 MATERIAL LIST. 7 OF 10 HEAD INSTALLATION DETAILS. 8 OF 10 .- JAMB INSTALLATION DETAILS. 9 OF 10 SILL INSTALLATION DETAILS. 10 OF 10 CORNERS DETAILS. •• ••• • • • • • •• • •• • • • • ••• • GENERAL NOTES AND INDEX OF DRAWINGS .. THIS PRODUCT IS IMPACT RESIS T Ate ; ; SHUTTERS ARE NOT REQUIRED : :. • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �1G\•''��GENS�c'.'9tiQ� 4. No.51393 •: a . f -18-I Ir •.m CMVV9g W!6 is %�Q STATE OF <(/: ',�'Si,S,�ONA1; �� • FRANCISCO HERNANDEZ FLORIDA PE 51393 Manufacturing, Inc 1745 W. 33rd Place W.I.h• Flarida 33012 Ph: (305)364-9952 Faa:(305)626-5116 DRAWING No. FS01-17 (SCALE: N.T.S. SHEET 1 OF 10 1 4E" FIXED WINDOW WIDTH FIXED WINDOW EXTERIOR ELEVATION NOTE: SEE SECTIONS ON SHEET 4 OF 9 3" MAX. 15" or 21" MAX. O 21" MAX. 3" MAX. IJ VK 21 MAX. 3" MAX. FIXED WINDOW EXTERIOR ELEVATION FIXED WINDOW EXTERIOR ELEVATION ANCHOR DISTRIBUTION ELEVATION ANCHOR DISTRIBUTION ELEVATION NOTE: FOR INSTALLATION DETAILS SEE SHEETS 7 THRU 9 FOR INSTALLATION ON WOOD SUBSTRATE ONLY • • • • • • • • • • • 'NOTE: FOR INSTALLATION DETAILS SEE SHEETS 7 THRU 9 •• ••• •• • • • •• \� G 4.' No. bi393 THIS PRODUCT IS IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED 000 • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • wtl(11Yv L'1�-1��- ��Q� TE OF i(4"� FRANCISLb01 NtfAANDEZ FLORIDA PE jj 51393 Manufacturing, Inc. 1745 W. 33,d Pluca K*I-h. Flnrlda 33012 Ph: (305)364-9952 Fox:(305)828-51IS F GO DRAWING No. FSO1-17 :ALE: N.T.S. SHEET 2 OF 10 DESIGN PRESSURES CHART - PSF VALID FOR GLASS TYPE 1 AND TYPE 2 FIXED SIDELITE SIZE ATTACHMENT TO CONCRETE/GROUT FILLED BLOCK AND METAL ATTACHMENT TO WOOD WINDOW WIDHT WINDOW HEIGHT ANCHORS SPACED AT 21" MAX. ANCHORSSPACED AT 15" MAX. ANCHORS SPACED AT 21" MAX. POS. NEG. POS. NEG. POS. NEG. 24" 36" 110.00 110.00 110.00 110.00 110.00 110.00 30" 110.00 110.00 110.00 110.DO 110.00 110.00 36" 110.00 110.00 110.00 110.00 110.00 110.00 42" 110.00 110.00 110.00 110.00 110.00 110.00 48" 110.00 110.00 110.00 110.00 110.00 110.00 54" 110.00 110.00 110.00 110.00 110.00 110.00 60" 104.76 104.76 104.76 104.76 104.76 104.76 24" 48" 110.00 110.00 110.00 110.00 110.00 110.00 30" 110.00 110.00 110.00 110.00 110.00 110.00 42" 110.00 110.00 110.00 110.00 110.00 110.00 48" 110.00 110.00 110.00 110.00 110.00 110.00 54" 99.00 99.00 99.00 99.00 99.00 99.00 60" 91.67 91.67 91.67 91.67 91.67 91.67 24" 60" 110.00 110.00 110.DO 110.00 110.00 110.00 30" 110.00 110.00 110.00 110.00 110.00 110.00 36" 110.00 110.00 110.00 110.00 110.00 110.00 42" 110.00 110.00 110.00 110.00 110.00 110.00 54" 97.78 97.78 97.78 97.78 97.78 97.78 1. 88.00 88.00 88.00 88.00 88.00 88.DO 24" 72" 110.00 110.00 110.00 110.00 110.00 110.00 30" 110.00 110.00 110.00 110.00 107.54 107.54 36" 110.00 110.00 110.00 110.00 94.60 94.60 42" 110.00 110.00 107.31 107.31 85.85 85.85 48" 110.00 110.00 99.77 99.77 79.82 79.82 54" 97.78 97.7E 94.60 94.60 75.68 75.68 60" 88.G0 1 88.00 88.00 88.00 72.97 72.97 GENERAL NOTES: 1.- FOR GENERAL NOTES REFER TO SHEET 1 OF 10. DESIGN PRESSURES CHART - PSF VALID FOR GLASS TYPE 1 AND TYPE 2 FIXED SIDELTI'E SIZE ATTACHMENT TO CONCRETE/ GROUT FILLED BLOCK AND METAL ATTACHMENT TO WOOD WINDOW WIDHT WBdDOW HEIGHT ANCHORS SPACED AT 2l" MAX. ANCHORS SPACED AT 15" MAX. ANCHORSSPACED AT 21" MAX. POS. NEG. POS. NEC. POS. NEG. 24" 84" 1 110.00 110.00 110.00 110.00 110.00 110.00 30" 110.00 110.00 110.00 110.00 110.GG 110.00 36" 110.00 110.00 110.00 110.00 96.75 96.75 42" 110.00 110.00 104.25 104.25 86.87 56.87 48" 110.00 110.00 95.78 95.78 79.82 79.82 54" 97.78 97.78 89.62 89.62 74.68 74.68 24" 96" 110.00 j 110.00 110.00 110.00 110.00 110.00 30" 110.00 110.00 110.00 110.00 1 94.60 94.60 36" 110.00 110.00 110.00 110.00 1 81.86 81.86 42" 110.00 110.00 102.16 102.16 72.97 72.97 48" 110.00 110.00 93.12 93.12 66.51 66.51 24" 108" 110.00 110.00 110.00 110.00 110.00 110.00 30" 110.00 110.00 110.00 110.00 98.87 98.87 36" 110.00 110.00 110.00 110.00 85.14 85.14 42" 110.00 110.00 100.65 100.65 75.49 75.49 48" 110.00 110.00 91.22 91.22 68.41 68.41 24" 120" 110.00 110.00 110.00 110.00 110.00 110.00 30" 110.00 110.00 110.00 110.00 102.16 102.16 36" 110.00 110.00 110.00 110.00 87.64 87.64 42" 110.DO 110.00 99.51 99.51 77.40 77.40 30" 132" 110.00 110.00 110.00 110.00 91.68 91.68 36" 110.00 110.00 100.82 100.82 78.41 78.41 30" 144" 110.00 110.00 110.00 110.DO 95.04 95.04 36" 110.00 110.00 101.35 101.35 81.08 81.08 DOTES: 1.- THESE WINDOWS CANNOT BE PRODUCED LESS THAN 24" WIDE. 2.- SEE GLASS TYPE 1 AND TYPE 2 DETAILS ON SHEET 4 OF 10. WIND LOAD A.S.D. FACTOR NOTE: • • THE DESIGN PRESSURE SHOWN ON THESE CHARTS ARE FOR ALLOWABLE STRESS DESOGN.• WIND LOADS CALCULATED BASED UPON "ULTIMATE WIND SPEED" AS DETERMINED FRdM • • ASCE 7-10 OR IBC 2015 ARE PERMITTED TO BE MULTIPLIED BY 0.6 FOR COMPARISON BETWEEN THE ACTING WIND LOADS AND THE DESING PRESSURES. • • • • • • • • rPF+ "¢;? a�. <amply{A2 w•Itq /h, • • • • • • • • F1`�riva yuialiltgC 9a • • • • • Oa`"� • • • • • • • • `70l. • • • • • Y4i lOzc Fa.�3z.1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Faz:(305)828-5118 i� ,1111 7��'�� .��\\\�SGO HER i No. 51393 ro - �• DRAWING No. FS01-17 TATE OF �W1, 1 fit` ' .'c(OR10�.•' G\�� DATE: 09-07-17 '''SS/ONrAL .\ SCALE: N.T.S. FRANCIkO144NDEZ SHEET 3 OF 10 FLORIDA PE # 51393 ............ SECTIONS FOR GLASS TYPE 1 SECTIONS FOR GLASS TYPE 2 0.09" SENTRYGLAS INTERLAYER................ 7/16" MONOLITHIC L.M.I. GLASS 1" INSULATED L.M.I. GLASS BY KURARAY AMERICA INC. HI 3/16" H.S. GLASS 31 1 HEAD 31 1 HE'D DOUBLE FACE 3/16" H.S. GLASS ............ ............... 17 17 GLAZING TAPE Sunshine Windows ManuO 1745 W. 33,d Inc. 12 A 12 EXTERIOR 24 HkAeoh;"FWdo 3W12 O 5 Ph: (305)36a—t1952 9 MIN. GLASS 1 1 Fax:(305)a2e-511e 29 BITE = 7/8" 9 ®6 1/4' FROM CORNERS 9 06 1 4 FROM CORNERS INTERIOR AND 1 AT MID SPAN AND 1 AT MID SPAN 3 DOW CORNING 899 a OR 23 OR SILICONE 2 11 1 2 11 1 SETTING BLOCKS ® v) 4 INTERIOR 1/4 POINTS FOR EXTERIOR EXTERIOR 4 INTERIOR 2 11 OR 1 2 LITES WIDER THAN 36" 1 1 OR IA GLAZING DETAIL U 3 17 3 17 GLASS TYPE 1 9 14 9 0.09" SENTRYGLAS INTERLAYER A W 0 6 1 4" FROM CORNERS 14 BY KURARAY AMERICA INC. AND 1 AT MID SPAN 9 ®D 11 AT MIDMSPONNERS 9 a B SILK 3/16" H.S. GLASS LL O 12 3 B 12 3 3/16" H.S. GLASS c� 17 31 O DOUBLE FACE 3/8" AIR SPACE �W W 17 31 GLAZING TAPE 3/16" TEMP. GLASS VERTICAL SECTIONS VERTICAL SECTIONS EXTERIOR 24 MIN. GLASS 1 A JAMB 2 5 5 2 JAMB SITE _ a" 1 OINTERIOR �R 1 JAMB 2 5 INTERIOR 5 2� INTERIOR DOW CORNING 899 1 OR OR" SILICONE 7 11 17 4 11 7 17 SETTING BLOCKS 17 7 11 4 11 7 17 1/4 POINTS FOR o LITES WIDER THAN 36" v • .. . . • GLAZING DETAIL 17 17 . • • . •: •• GLASS TYPE 2\\0xl0ll'HEt��''. 31 9 3 2 2 3 9 31 . `��5....... RNq''•, F ®6" FROM CORNERS 31 29 3 2 3 • • 9 1 • ' ' • Q� c�NS� EXTERIOR AND 24" MAX. ON CENTER 4� = o EXTERIOR AN FROM CORNERS - Nu St.;93 O O AND 24" MAX. ON CENTER DRAWING No. D..... • C HORIZONTAL SECTIONS +lprnvrAuecou±p:yWgwkht! ; -1�-; Fso1-17 O • • • • • • • Ficrt3a efdigg l(y.j �} 0 S E OF (!/ • • • CssFc_,�G�j`�FG Ca / '.FCORIOP'. \�� HORIZON'�A�, SFCT10�1S p ��,�; jL � F c, DATE: 09-07-17 • 'vr. ri4nG_ 4.Aud /'//SS�ONAL SCALE: N.T.S. FOR INSTALLATION DETAILS SEE SHEETS 7 THRU 9 FRANC11 61 IIll NANDEZ FLORIDA PE # 51393 SHEET a OF t0 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 • .078 O FIXED SIDELITE FRAME HEAD O FIXED SIDELITE STILE 1.436 O6 .062 F063 .063 .440 �— 1.000 .312 .112----g-- :tl 11 14 SILL SCREW COVER O FIXED SIDELITE FRAME JAMB Manufocturing, Inc. 1745 W. 33rd Place K.I.eh• Fonda 33012 Ph: (305)364-9952 Fax:(305)626-5116 O FIXED SIDELITE FRAME SILL 1.300 .1761.124 .062 F.064.062 440 �— 1.000 96 p �--112 —i O INSTALLATION SCREW COVER .254 1.113 r— 6 �-:753 r092 L07E 1.125 I —1.444 L 1.600 .. • • •III • .. . i . i i %VINd BEAD O• 9 ' ` ' " ' • rOR QLA3S IMUNESS = I - TOP & BOTTOM RAIL •• ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • glp—,d as Fla-ida exidi 0ctc • • • • • • • IDAi EXTR 0 StONS • 0 • • • • • klaui w^ I • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .299 r1711 IF] .062 1.113E 998 k753 11 GLAZING BEAD FOR GLASS THICKNESS = 7/16" .325 2.104 .079Lr, 1.504r.454�q.799 0 T.8T7 rri R !�'"rlulrri�� GO HER,''/% TOP - No 51s� * DRAWING No. •uh'�` O 8 _ '�� 2-t9 ISiu STATE OF ((/ FS01-17 DATE: 09-07-17 �i�'n •. FC ORIOF;.'� �� CMG: SCALE: N.T.S. F ORID r r PE 11393 SHEET 5 OF 10 .......... ........... ............................ Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plac• HkA-h, FWAa 3M12 Ph: (305)31i4-9952 Fax:(305)528-5118 O U o A W N a vWi W Q 0 N • •• • • • . ••• • ;� GAS•••""~•.'yq hio 51393 - 0 DRAWING No. FSO — 7 ', Z_t + • • • • • • • • • • w 4pp—d as rnaepiyia; Mth fb f.1 •• �i'; �/ • • • • • • • • • S E OF •• • • • • • • MATERIAL �,IST Fturaf� +le'c¢li C s • • • t 2' • N • i c'.- n dart 0 ` T •. F �� G.� 7/y7 �ONAL \\\\ DATE: 09_07_17 ♦ • • • `� SCALE: N.T.S. FRANCISCO HERNANDEZ SHEET 6 OF 10 FLORIDA PE 111 51393 MATERIAL LIST ITEM # PART # QUANTITY DESCRIPTION MATERIAL MFR./SUPPLIER 1 1202001 1 FRAME HEAD 6063—T6 SINOBEC TRADING 2 1202002 2 FRAME JAMB 6063—T6 SINOBEC TRADING 3 1202003 1 STANDARD SILL 6063—T6 SINOBEC TRADING 5 1202005 AS REQUIRED FRAME INTERIOR SCREW COVER 6063—T6 SINOBEC TRADING 7 1202007 AS REQUIRED ACTIVE SIDE PANEL STILE 6063—T6 SINOBEC TRADING 9 1202009 AS REQUIRED TOP AND BOTTOM PANEL RAIL 6063—T6 SINOBEC TRADING 11 12065 AS REQUIRED 7/16" GLAZING BEAD 6063—T6 MI METALS 11A 12180 AS REQUIRED 1" INSULATED GLAZING BEAD 6063—T6 MI METALS 12 1202012 AS REQUIRED S.L. TOP AND BOTTOM PLATE 6063—T6 SINOBEC TRADING 14 12181 AS REQUIRED SILL SCREW COVER 6063—T6 MI METALS 15 31296 AS REQUIRED HANDICAP SILL SCREW COVER 6063—T6 SAPA EXTRUDERS 17 W33321NK0020 AS REQUIRED ULTRA FIN WEATHERSEAL POLYPROPYLENE ULTRAFAB 22 ZIALOC 750 AS REQUIRED 1/8" X 1/4" DOUBLE SIDED TAPE PE FOAM TBP CONVERTING 23 DOW CORNING 899 AS REQUIRED RN SILICONE GLAZING SEALANT SILICONE DOW CORNING 24 E20318WN3020 AS REQUIRED T—SLOT EXTRUDED SEAL BULB TPE PLASTIC ULTRAFAB 28 1MB16 12 PER PANEL # 10 X 1 1/2" METAL SCREW STEEL GRAINGER 29 5KGF9 8 PER FRAME # 10 X 1" METAL SCREW STEEL GRAIN 31 PHS8 AS REQUIRED 2" X 1/8" SPACER PLASTIC CRL • • • • • • • • • • ••• • • • ••• • • 4 1 2- 3 1 8" MIN. EDGE DISTANCE ° ° w �a N v� �N EXTERIOR INTERIOR FIXED WINDOW HEAD ATTACHMENT TO CONCRETE THROUGH 1" X WOOD BUCK 4 1 2' 3 1 8' MIN. EDGE DISTANCE v I ° ° d d d d d' ,w a rn v� EXTERIOR I —I INTERIOR FIXED WINDOW HEAD ATTACHMENT TO CONCRETE WITHOUT WOOD BUCKS 5/16' 0 ULTRACON WITH 1 3/4' MIN. EMBEDMENT INTO CONCRETE THROUGH 1" BY WOOD BUCK. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 2 OF 10. 1' BY WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 5/16" 0 ULTRACON WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 2 OF 10. EXTERIOR 5/16' 0 ULTRACON WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. ............... ............... FOR MAX. ANCHOR SPACING REFER TO Sunshine Windows TYPICAL ELEVATIONS ON SHEET 2 OF 10. Manufacturing, Inc. 1745 W. 33.d Plc. NicM.h, Mrdc 33812 WOODEN STRUCTURE BY OTHERS MUST BE Ph: (305)384-9952 PROPERLY ATTACHED TO TRANSFER Fox:(305)828-5118 GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. FIXED WINDOW HEAD ATTACHMENT TO WOOD 1/4' 0 KWIK-FLEX OR DRIL-FLEX GR 5 SELF _ DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. 1' MIN. 7 FOR MAX. ANCHOR SPACING REFER TO TYPICAL EDGE DISTANCE I ELEVATIONS ON SHEET 2 OF 10. MIAMI-DADE COUNTY APPROVED MULLION WITH i/8' MIN. THICKNESS (UNDER SEPARATE NOA) =j L OR METAL STRUCTURE WITH 1/8" MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063-T6 OR A-36 STEEL. SHALL BE w APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR a INSTALLATION. N EXTERIOR INTERIOR AMACH �1T TRETAL Sr%R11CNE / MULLION • • • • • • • • • • acE:rncc:: es TYPICAL SECTIONS AT FI E6: YMOW HEAD : : ATTACHMF.NT TO V ARTdf TR fit TR4f ]f 9CT1P4- • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z milli \\\�111ii a rrrr� , HEIN * DRAWING No. �o ' STATE F O�9 jF FS01-17 �i�� '•.F<ORIOP,.•'G\?� DATE: 09-07-17 /0NAL El�l��\ SCALE: N.T.S. FRA 6180014�LRNANDEZ FLORIDA PE # 51393 SHEET 7 OF 10 5/16" 0 ULTRACON WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE/ GROUT FILLED BLOCK THROUGH 1" BY WOOD BUCK. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 2 OF 10. WOODEN STRUCTURE BY OTHERS - MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 5/16" 0 ULTRACON WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 2 OF 10. 1" BY WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1 /4" MAX. SHIM SPACE INTERIOR I 5/16" 0 ULTRACON WITH 1 3/4" V MIN. EMBEDMENT INTO CONCRETE/ GROUT FILLED BLOCK. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 2 OF 10. EXTERIOR FIXED WINDOW JAMB ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK THROUGH 1" X WOOD BUCK 1/4" MAX. SHIM SPACE INTERIOR I MIAMI-DADE COUNTY APPROVED MULLION WITH 1/8" MIN. THICKNESS (UNDER SEPARATE NOA) OR METAL STRUCTURE WITH 1/8" MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM 1 /4" MAX. �I SHIM SPACE i v I INTERIOR p � � Q . W x, ALLOY 6063-T6 OR A-36 STEEL SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. I � v V' v EXTERIOR FIXED WINDOW JAMB ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK WITHOUT WOOD BUCKS 1/4" 0 KWIK-FLEX OR DRIL-FLEX GR 5 SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 2 OF 10. II 9 0 w 1/4" MAX. SHIM SPACE INTERIOR Manufacturing, Inc. 1745 W. 33rd Plac• Kwl"h, nwido 33012 Ph: (305)364-9952 Fox:(305)828-5118 _ EXTERIOR EXTERIOR • ••• • • • • • •• • ER FIXED WINDOW JAMB • • • • • • • • • FIXED WINDOW JAIvLB! tt, t� • fliji a ATTACHMENT TO WOOD • • • • • • • • • • • • ATTACHMENT TO METAL STRU _ / MULLION . ,0 ; i ( * DRAWING No. • • • • • • • • • • • • • • •-ppro".j as comp"sw110 ma Z-19-18 — FS01 —17 • i • • • • • [7aaccde �OR� SE OFTYPICAL SECTION T•FI�ED WJXDV'7 $AMB °�^°Yt1i DN ATTACHMENT TO VARIOUS SUBSTRATES FLORIDACOIH!}I��51393 FLORIDA RE # 51383 SHEET 8 of 10 • • • • • • • • • • EXTERIOR III III I INTERIOR EXTERIOR III _ III I INTERIOR i o v USE NON -SHRINK, 5/16" 0 ULTRACON WITH 1 3/4" MIN. NON-METALLIC 5 KSI EMBEDMENT INTO CONCRETE. HYDRAULIC CEMENT CURED FOR MAX. ANCHOR SPACING REFER TO AND HARDENED GROUT TYPICAL ELEVATIONS ON SHEET 2 OF 10. CONTINUOUSLY ALONG THE SILL. E) FIXED WINDOW SILL ATTACHMENT TO CONCRETE tUGt V151ANUL FIXED WINDOW SILL ATTACHMENT TO WOOD TIONAL WATERPROOFING. TERPROOFING DESIGN, TERIAL AND INSTALLATION BY HERS. 1' MIN. I �J EDGE DISTANCE FIXED WINDOW SILL ATTACHMENT TO METAL STRUCTURE / MULLION WOODEN STRUCTURE BY OTHERS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 5/16" 0 ULTRACON WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET2 OF 010.0 • • • • • •• ••• •• • • • •• MIAMI-DADE COUNTY APPROVED MULLION WITH 1/8" MIN. THICKNESS (UNDER SEPARATE NOA) OR METAL STRUCTURE WITH 1/8" MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063-T6 OR A-36 STEEL. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4" 0 KWIK-FLEX OR DRIL-FLEX GR 5 SELF DRIWNG SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 2 OF 10. •• •s• • ••• • • • • • • • • • • • Approved ae TYPICAL SECTIONS AT-i) WINDOW SILL !Vfla.!G. jT7 ATTACHMENT TO VARIOUS NUB791FRATES Inn • • • • • • • • • • ```111111 a 11fr�''/ i N5�0..HER4, - N�. �,1393 - AIE OF NAI- FRAIfG�15G01IN NANDEZ FLORIDA PE # 51393 Manufacturing, Inc 1745 W. J3rd Pl— HI.I.h, Flmido 33012 Ph: (305)364-9952 Fox:(305)828-5118 i P. T, DRAWING No. FS01-17 DATE: 09-07-17 SCALE: N.T.S. SHEET 9 OF 10 29 2 # 10 BY 1" PH. PAN HEAD SMS TOP CORNER (HEAD) 3 # 10 BY 28 1 1/2" PH. FLAT HEAD SMS 2 # 10 BY 1" PH. PAN HEAD SMS FIXED WINDOW FRAME CORNERS SCALE: NTS ES�4N*4' FIXED WINDOW PANEL CORNERS SCALE: NTS •• ••• • • • • • •• • •• • • • • ••• • • • •• • • • • • • • • • • • • • • • • ••• • • • ••• • • Manufacturing, Inc. 1745 W. 33rd Place Hbleah. Florida 33012 Ph: (305)364-9952 Faa:(305)828-5118 a iI Ce 3 # 10 BY 1 1/2" Pai' . �rNsRNq� FLAT HEAD SMS , — * DRAWING No. as cowpiyi»6 witp t4, �, c -� Z -(" — 1 ��'.•' s�Creof :�4v i '��'• FlOR1OP.•' C7\ FS01-17 DATE; 09-07-17 e r4daet Cnoeml � `�` SCALE: N.T.S. FRA10�661 tNDEZ SHEET 10 of 10 FLDRIDA PE # 51393 Windows Professional Quote 1760 West 33 Place, Hialeah FL 33012 Tel: (305) 822-2000 Fax: (305) 822-5803 Date: 03/14/2019 Quote No: 10230 Customer Information Job Name: GB & T INVESTMENTS LLC Job Address: 5712 NE 16 AVE FORT LAUDERDALE FL 33334 Lot: (305) 970-2905 Block: ITEM DESCRIPTION FINISH GLASS COLOR OTY PRICE AMOUNT HR(CUSTOM) 88" X 53 1/2" ib ai Si V2• 1650 (XOX) ALUMINUM HORIZONTAL SILDING WINDOW White 5/16" Imp GRAY 1 2,323.52 2,323.52 Colonial: Full View Panels: Standard Opening: XOX NOA: 14-1212.04 Design Press: 0/0 ee XOX ITEM DESCRIPTION FINISH GLASS COLOR CITY PRICE AMOUNT HR-44-HORIZONTAL ROLLER 74" X 50 5/8" 1650 ALUMINUM HORIZONTAL SLIDING WINDOW White 5/16" Imp GRAY 1 1,096.52 1,096.52 Colonial: Full View Opening: OX ~ 74' OY NOA: 14-1204.11 Design Press: 0/0 L--t Vl,r' P 12 o or—, ITEM DESCRIPTION FINISH GLASS COLOR CITY PRICE AMOUNT PW-20" X 56 1/2" 1/2• PW White 7/16" Imp GRAY 2 625.81 1,251.62 SI L"I mod' " Colonial: Full View 20' ITEM DESCRIPTION FINISH GLASS COLOR CITY PRICE AMOUNT FD(CUSTOM) 34" X 91" 91• 2001 OUTSWING GLAZED ALUMINUM FRENCH DOOR White 5/16" Imp GRAY 1 1,719.50 1,719.50 Colonial: Full View Opening: HL NOA: 15-0204.05 Design Press: +77.13/-77.13 1 31' HL 4— ITEM DESCRIPTION FINISH GLASS COLOR CITY• • • PRICE AMOUNT FD-2668-FRENCH DOOR 31" X 80" r 000000 2001 OUTSWING GLAZED ALUMINUM FRENCH DOOR White 5/16" Imp OBSC' .1 1.298.30 1:;8.30 4r� C� • Colonial: Full View Opening: HL • • •• • • • • • • • • • • • • • • • NOA: 15-0204.05 Design Press: +80.0/-89.13 • 31' HL •••••• •M, • • ITEM DESCRIPTION FINISH GLASS COLOR • • • • (;FY PRICE • •dliAWNT HR-24-HORIZONTAL ROLLER 37" X 50 5/8" • • • • • • • • • • • • • • SOS° 1650 ALUMINUM HORIZONTAL SLIDING WINDOW White 5/16" Imp GRAY. • • • • • •5: • •'582.76 • • "13,80 Colonial: Full View Opening: OX • NOA: 14-1204.11 Design Press: +53.33/-87.0 • • • • 37' DY • • • • •• •••• ITEM DESCRIPTION FINISH GLASS COLOR • • • QTY • • PRICE • AMOUNT HR-23-HORIZONTAL ROLLER 37" X 38 3/8" • • • • 383�8 1650 ALUMINUM HORIZONTAL SLIDING WINDOW White 5/16" Imp GRAY 1 464.35 464.35 Colonial: Full View Opening: OX 37' O% NOA: 14-1204.11 Design Press: +53.33/-99.90 IT IS CUSTOMER'S RESPONSIBILITY TO VERIFY ALUMINUM FINISH, GLASS TYPE, SWING/SLIDE DIRECTION AND COLOR. ALL SALES ARE FINAL. NO CANCELLATIONS, CHANGES OR RETURNS AFTER A CONTRACT IS SIGNED. ALL COSTS OF CANCELLATION OR COLLECTION SHALL BE PAID FOR BY CUSTOMER, INCLUDING REASONABLE ATTORNEY'S FEES, AND SHALL BEAR INTEREST AT THE HIGHEST LEGAL RATE. TITLE TO MATERIALS SHALL REMAIN IN THE NAME OF WINDOWS PROFESSIONAL, INC. UNTIL SAME IS PAID IN FULL, AND PURCHASER WAIVES ANY RIGHTS TO HOMESTEAD AND/OR OTHER EXEMPTIONS UNDER APPLICABLE STATE LAW. PRICES ARE SUBJECT TO CHANGE WITHOUT NOTICE. Total List: 16,652.85 Disc: 50.00%, 8,326.43 Total Net: 8,326.43 Sales Tax: 582.85 Pick / Delivery: 0.00 Installation: 0.00 Accepted By Purchaser Boxing: 0.00 Total: 8,909.27 Windows Professional Quote 1760 West 33 Place, Hialeah FL 33012 Tel: (305) 822-2000 Fax: (305) 822-5803 Date: 03/14/2019 Quote No: 10230 Customer Information Job Name: GB & T INVESTMENTS LLC Job Address: 5712 NE 16 AVE FORT LAUDERDALE FL 33334 Lot: (305) 970-2905 Block: ITEM DESCRIPTION FINISH GLASS COLOR OTY PRICE AMOUNT i CASE-24-CASEMENT 37" X 50 5/8" ill 503/8' 2009 OUTSWINGING ALUMINUM CASEMENT WINDOW White 5/16" Imp GRAY 3 916.21 2,748.63 Colonial: Full View Opening: HR HR NOA: 15-0120.02 Design Press: , O ITEM DESCRIPTION FINISH GLASS COLOR OTY PRICE AMOUNT TUBE-1" X 4" X 56 1/2" M 1/2' White 2 58.20 116.40 (', v ITEM DESCRIPTION FINISH GLASS COLOR OTY PRICE AMOUNT SH-13-SINGLE HUNG 19 1/8" X 38 3/8" SERIES 2000 ALUMINUM SINGLE HUNG WINDOW White 5/16" Imp OBSCURE 1 293.33 293.33 Colonial: Full View ~~ NOA: 14-1224.08 Design Press: +90.0/-90.0 YC� 19 ITEM DESCRIPTION FINISH GLASS COLOR OTY PRICE AMOUNT FD716(CUSTOM) 39 1/2" X 80" • °o' SERIES "2011" ALUMINUM FD W/WO REINFORCED SIDELITE-L.M.I White 7/16" Imp OBSCURE 1 2,426.88 2,426.88 Colonial: Full View Opening: HR NOA: 15-0929.11 Design Press: +80.0/-80.0 1i 391/2 HR • • •••• •••••• •••••• •• •• •••••• • •••••• • • •••••• •••••• • •• ••••• •• •• •••• •••••• • • • • •••••• IT IS CUSTOMER'S RESPONSIBILITY TO VERIFY ALUMINUM FINISH, GLASS TYPE, SWING/SLIDE DIRECTION AND COLOR. ALL SALES ARE FINAL. NO CANCELLATIONS, CHANGES OR RETURNS AFTER A CONTRACT IS SIGNED. ALL COSTS OF CANCELLATION OR COLLECTION SHALL BE PAID FOR BY CUSTOMER, INCLUDING REASONABLE ATTORNEY'S FEES, AND SHALL BEAR INTEREST AT THE HIGHEST LEGAL RATE. TITLE TO MATERIALS SHALL REMAIN IN THE NAME OF WINDOWS PROFESSIONAL, INC. UNTIL SAME IS PAID IN FULL, AND PURCHASER WAIVES ANY RIGHTS TO HOMESTEAD AND/OR OTHER EXEMPTIONS UNDER APPLICABLE STATE LAW. PRICES ARE SUBJECT TO CHANGE WITHOUT NOTICE. Total List: 16,652.85 Disc: 50.00% 8,326.43 Total Net: 8,326.43 Sales Tax: 582.85 Pick / Delivery: 0.00 Installation: 0.00 Accepted By Purchaser Boxing: 0.00 Total: 8,909.27 MIAMFDIADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) —5 www.miamidade.eov/economy Sunshine Windows Manufacturing, Inc. ,� 1745 W. 33rd Place wrn ryL_k Hialeah, FL 33012 + 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 (AIM. 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) resely% She right to have this product or material tested for quality assurance purposes. If this product or material fails tp..... perform in the accepted manner, the manufacturer will incur the expense of such'tasfing and the ARJ may immediately revoke, modify, or suspend the use of such product or material withixl tlleit•jurisdieti8m: REA• • • • reserves the right to revoke this acceptance, if it is determined by Miami -Dade Cotmty Product Control • • • Section that this product or material fails to meet the requirements of the applicable bfifltiing co4e.. % ' This product is approved as described herein, and has been designed to comply with *the Flog da Building . Code, including the High Velocity Hurricane Zone.- • 0000 .. .. .... ...... DESCRIPTION: Series "1650 (XO)" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. HS08-01, titled "Series 1650 Alulinum'HoriA"aCSliding Window (XO) Impact Resistant Glass", sheets 1 through 7 of 7, dated 03/14/48, with revision 3 dated • • • • 09/04/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearini •tpg,l'eliami 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 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.14-1204.11 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. NOA No. 17-1017.06 Expiration Date: April 10, 2019 Approval Date:. December 21, 2017 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-0107.08) 2. Drawing No. HS08-01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass", sheets 1 through 7 of 7, dated 03/14/08, with revision 2 dated 11/18/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on: 1 Air Infiltration Test per FBC TAS 202-94 0 • • p ) � . . .... 0 ...... 2) Uniform Static Air Pressure Test, Loading perT13C, TAS 202-94 . • 3) Water Resistance Test, per FBC, TAS 202-94 . • ... .... ...... 4) Large Missile Impact Test per FBC, TAS 2Q1•--9�• ;....; 5) Cyclic Wind Pressure Loading per FBC, TAV 2W-94 : • • •: • ' .... . ..... 6) Forced Entry Test, per FBC 2411.3.2.1, and.'1;4,�.202-J4 ;••• along with marked -up drawings and installation diagram of -ad Wi minu1v.:koitzontaL.... sliding window, prepared by Fenestration Testing Laboratory; fgc.; Test Reports No. •, FTL-5331, dated 09/18/07 and FTL-5015, dated 07/27/07, sigried add .sealed by "" Carlos S. Rionda, P.E. • • • • • • (Submitted under NOA No. 08-0107 08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5` Edition (2014), prepared by manufacturer, dated 11/09/14, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies with ASTM E1300-04/09 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. Mauuel ere , P.E. Product Contr l Ez miner NOA No.-1017.06 Expiration Date: April 10, 2019 Approval Date: December 21, 2017 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and of no financial interest, dated 1 l/10/14, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of conformance, complying with FBC-2010 and of no financial interest, dated 03/12/12, signed and sealed by Francisco Hernandez, P. E. (Submitted under NOA No. 12-0320.06) 3. Laboratory compliance letter for Test Reports No. FTL-5331, dated 09/18/07 and FTL-5015, dated 07/27/07, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 08-0107.08) . . .... ...... G. OTHERS 1. Notice of Acceptance No. 12-0320.06, issued to Sunshine Wir*dows ManxdaAuring,• • •: • Inc. for their Series "1650" Aluminum Horizontal Sliding Wind&&*—:L'M.I., apIlroved o%...; 05/17/12 and expiring on 04/10/18. • " : • • • : • ' .... . ..... ...... . .. ..... .. .. .... ...... 2. NEW EVIDENCE SUBMITTED • • • • • • • A. DRAWINGS • • • • • • 1. Drawing No. RS08-01, titled "Series 1650 Aluminum Horizo;t,�j 4iding Wiijgow ; • • • •; (XO) Impact Resistant Glass", sheets 1 through 7 of 7, dated 03/14/08, with teYlsion No. 3 dated 09/04/17, prepared by manufacturer, signed and sealed. by Francisco Hernandez, P.E. B. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. Manuel .E. Product Control xam' er NOA No. t7_-10T7.06 Expiration Date: April 10, 2019 Approval Date: December 21, 2017 E-2 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6t6 Edition (2017), dated September 10, 2017, signed and sealed by Francisco Hernandez, P.E. 2. Proposal No. 17-0539R2 issued by the Miami -Dade County Product Control Section, dated 12/07/17, signed by Manuel Perez, P.E. 3. Email from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 12/15/17, signed by Noel Martinez, Assistant Manager, Sunshine Windows Mfg. Inc. G. OTHERS 1. Notice of Acceptance No. 14-1204.11, issued to Sunshine Windows Manutaaturin&, . . .... ..... Inc. for their Series "1650 (XO)" Aluminum Horizontal Sliflyindov� — I,.M.I.", • • approved on 05/14/15 and expiring on 04/10/18. • ...... 0.... ...... 2. One approval, subjected to successful verification test. • • • • • • year ; • • • • ; 0000 • • •••••• .... . ..... ...... . .. ..... .. .. .... ...... . . . . ...... ,P Manuel P ez, .E. Product Control xa I NOA No.17- 17.06 Expiration Date: April 10, 2019 Approval Date: December 21, 2017 E-3 MAX. A MAX. WIND LOAD A.S.D. FACTOR NOTE: DESIGN PRESSURES CHART • P9P o PACT IMP T THE"DESIGN PRESSURES SHOWN ON THESE CHARTS (GLASS GLASS < ARE FOR ALLOWABLE STRESS DESIGN. FOR WIND II LOADS CALCULATED BASED ON "ULTIMATE WIND z __ _-JL--_�_ ____ _ L__=___ SPEED" AS DETERMINED FROM ASCE 7-10 OR =O-� - - ISC 2015 THE VALUES SHOWN ON THE TABLES O 1i i; SHALL OE MULTIPLIED BY 0.6. = f✓ (. / .............. HEAT STRENGTHENED RE STANT LAMINATEI) GLASS IMPACT WINDOW 1)Ih4ENSION SANV0 AN(HRR 1% HURRICANEYIabCTECTYON IS NOT PAOCk9QUEC $un0ine Windows NorWfgCturing, Inc. 1745 W. 33rd Plx M!eah. Fw da 33012 Ph: (3p8)384-9952 P91�:(7Q6)928-5118 WIDTH HEIGHT PER HEAD k SILL PER JA4P 13/4" SILL. 3" SII L IXT. INT. EXT. INT. 26 1/z" 37" sa 1/6" 74" 26' 4 3 53.33 120:60 80.00 120.00 ct Q a (~ a Z F p tpF-irA ►'� [� Q V qj3 E.. m z ------ ----- �1 2 11 FALSE MUNTIN5 (SURFACE APPLIED) jj B II MAY BE USED 1 I 310" Mom' WINDOW WIDTH TYPICAL ELEVATION (XO) GENERAL INCITES; 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014) AND FBC 0H EDITION (2017). 5 53.33 120.00 80.00 120.00 6 53.33 118:30 80.00 119.3 8 53.33 90.6 80.00 90.00 25 1/2" 37" 1/6" 74" 3a 3/e' 4 B 53.33 120.0 80.00 120.00 5 53.33 120.0 80.00 120.00 6 53.33 95.50 80.00 95.50 8 53.33 78:90 78.90 78.90 37" 953 1/8' 74" 50 5/8' 5 g 53.33 104,70 80.00 104.70 6 53.33 8.&40 80.00 88.40 8 53.33 67.30 67.30 67.30 37" 5 53.33 88.20 60.00 88.20 2.- CONFIGURATIONS OX AND XO. F" 5a 1/8' 74' 63" 7 3.- SHUTTERS ARE NOT REWRED. 4:- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART.E$y 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 5 THRU 7. 6:- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING RE9UIREMENTS: CONCRETE STRENGTH F 28 = 3000 PSI MIN. - O ai x 6 53.33 75.06 i5.00 75.00 8 53.33 62.Ob 62.00 62.00 24, 36" 3 53.33 120.0 80.00 120.0 4 53.33 120:0 80.00 120.0 6 53.33 120.0 i0.00 120,p 1tt 46" 24' 3 - CMU AS PER ASTk4 C90. CMU MUST BE $-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. r FILLED CMU Fm' = MOO PSI MIN. 7 53.33 120:00 80.00 120.0` a C t 7z" 7.- USE NON -SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT. PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. B.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN'YELLOW PINE" G 0.55 OR GREATER DENSITY. 9-STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE, STEEL SHALL BE. ry = 36 KSI MIN. 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". ALUMINUM SHALL BE 0963-T6. 11.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUOTURE SSIMILARTHE DMATERALING ISIAL SHALI OR BETPROTEOCTEDINSTALLATION. 12 - ALUM NHUMLIN CONTACT BE APPROVED (B OTHERS) ��O 1HERIV i, / �S ,. .., q , AS SPECIFIED IN FBC 6TH EDITION (2017). \� G.- 1cENSE ..tip Q� �" •'tc� GLASS: Z. No. 51393 = _* 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF - 0.125". HEAT STRENGTHENED GLASS WITH A 0.040" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN 4TNE i"suris OF GL#SS, • � ROIW�REVISED - LAMINATED BY TECNOGLAS$ OR SIMILAR. • • • • • • 2+WwAyinsMth mFTr� F .: �\ • • • • • • • Du�1ingCode R1OP.•- �.� • • • • • • • • • Acceq nee No 1-1111`I , pk, • • • • • • • s Pl�4r na,c� ?.D ly � /ONAi.,� ,\� • • 000 • • • • 73y 7n1�** '��Q91p` �QPfD 'u FRANCISCO HERNANDEZ Z 2 °S U W ^ o Z M E o L Z W o � � � o CD W ^ i O o = W _ s � 0 In 8 53.33 90.00 80.00 90.00 24 48' so' 72' 36' 3 4 53.33 120Ab 80.00 120.0 4 53.33 120.60 80.00. 120.0, 6 53.33 120.00 80.00 120.0 7 53.33 99.90 80.00 99.90 8 53.33 88.50 80.00 88.60 as" 48' 80' 72" 46' 4 6 53.33 100.40 80.00 100.40 c I II v 0 o 6 53.33 93.90 80.00 93.90 7 53.33 87.00 80.00 87.00 8 53.33 74,30 74.30 74.30 DRAWING No. RAW HS08-01 DATE: 03-1 a-oe SCALD: 1 2•=1. 3s' 1. 80' 72, 60" 4 7 53.33 90.00 80.00 90.00 6 53.33 87.00 80.0 87.00 7 53.33 83.40 80.0 83.40 8 53.33 67.80 67.80 67.80 SHEEP 1 OF 7 FLORIDA PE 111 51393 • • • 1• • • • • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN PRESSURES CHAIIT : PSF HEAT STRFNQTHENED LAMINATED IMPACT RESISTANT GLASS WINDOW ANCHOR HURRICAMPROCfECHON I) MENSION SCHEDULE IS NOT REQUIRED PER PER 13/4,1 SILL 3" SILL WIDTH HEIGHT HEARD & JAMB EXT. INT. EXT. INT; SIU 14" 38 3/8' 11 6 53.33 96,00 80.00 9Q.00 i4" 50 5/8` 11 8 53.35 90.00 80.00 90.00 37` 5 53.33 90.60 80.00 9Q.00 53 1/8" 8 53.33 90.00 80.00 90.00 63" 9 74` 11 53.33 85.20 80.00 0.20 72" 46` 11 7 53.33 90.00 80.00 9Q.00 49' 7 53.33 00,00 80.00 9Q.00 9 F 53.33 90:00 80.00 90.00 53.33 90.00 80.00 9Q.00 WIND LOAD A.S.D. FACTOR NOTE: THR DESIGN PRESSURES SHOWN ON THESE CHARTS ARE FOR ALLOWABLE STRESS DESIGN. FOR WIND LOADS CALCULATED BASED ON "ULTIMATE WIND SPEED" AS DETERMINED FROM ASCE 7-10 OR I15C 2015 THE VALUES SHOWN ON THE TABLES SHALL 9E MULTIPLIED BY 0.6. A 1 /A" SE MUNTINS (SURFACE APPLIED) MAY BE USED TYPICAL ELEVATION (XO) GENERAL Nf1TF_S: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014) AND FBC 6TH EDITION (2017). 2.- CONFIGURATIONS OX AND XO. 3.- SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 5 THRU 7. 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH FG'28 = 3000 PSI MIN. - GMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm' = 2000 PSI MIN. 7.- USE NON -SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. B.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE' G= 0.55 OR GREATER DENSITY. 9.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE, STEEL SHALL BE Fy = 36 KSI MIN, 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHAG NOT BE LESS THAN 1/8". ALUMINUM SHALL BE 6Q6i-Tfi. 11.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ATi C AND SHALL BE APPROVEDDBYRTHEFBUILDINGLOFFICIAL PRIOR IMPOSED BTQTHE DOOR�INSTAl1ATi0ZING N TO THE STRUCTURE `\\``\S 10 I HFR,/'' 12.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED BY OTHERS C, C..... N '� AS SPECIFIED IN FBC ¢TH EDITION (2017). ( ) C�.• ,%LENS,, 7�O' GLASS: No 51393 0.340" OVERALL LAMINATED QLASS USING TWO LITES OF -_ 0.126" HEAT STRENGTHENED GLASS WITH A 0,090" INTERLAYER = FILM DUPONT BUTACTfE PV8, BETWEEN THE *O.LITLs QF GLISS. • PRODUCT REVISED as cony.' with the Florida LAMINATED BY TECNOGLA+SS OR SIMILAR.A�Al• • • • • • 8a1HogCode ( P..' �� ••• •� i•� �•.��'`10 I! Dat`N. ! "r0�7O�Ki/�L��AI(�G\\ •• ••• •• • • gyK Ii1 Mi u ado Pmdact FRANCISCO HERNANDEZ FLORIDA PE # 51393 • • • • • • • • • • • • • •• • • % • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Ibnu(9etuiing, Inc. 1745 W. 33rd Place Hgled,. Fl-id. 3X12 Ph: (VS)364-9952 fga;(105)828-5118 BRAWING No. HS08-01 PATE: 03-14-08 SCALE; 1 2"-1" SHEET 2 OF 7 E:...;.::... . 12 13 za 9 15 18 5pshioe Vindows Npufaeturing, Inc. . 6 1745 W. 33.e Place 1,101-0 Florlda 33012 21 20 ph: (3Q3)384-9932 O 14 19 v] O 22 14 Q z0 WINDQW WIDTH F HORIZONTAL SECTION o A � F O 1 ryy W O 19V r' x w 20 m 6 m 3 x N O a S - 17 3 6 B n 16 to vwzi 7� ON m O� @ 2 O 2' WEEP00 2 M Yl ao MZ c� HOLES w o w z E) - 3 (n QQ m Q N 16 VERTICAL SECTION , 1II I11II , 00 250 (z) z H OLEES WITH SILL RISER �G �1cENSF Ng2o ,; N .� No. 51393 ?WJUCT %�O '• STATE OF p VERTICAL SECTION • • • • • • • • • • • • • • • • • REVISED ep �!(�\ OR1 �I1. pRAWNG No.P1 HS08-01 1.1w, •. • go: g �`` RATE: 03-14-08 Mimi WOP,,&,aCoar91 SCALE-, FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 3 OF 7 • • % % • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PART# READ. DESCRIPTION MATP.RLII, 1 SW-019 1 FRAME HEAD 6063-T5 2 SW-019 1 FRAME SILL 6083�T5 3 SW1ocx21 1 INSERT TFiAQFC 6063<TS 5 SW-012 2 SLIDER TOP/BOTTQyI RAIL. 6063�T5 6 SW3019 AS R4 FIN SEAL PILE FELT' B NW321W 2 WHEEL BRASS 9 SW-017 1 MOVING MEETING RAIL, 6083-T5 10 SW40111 1 FIXED MEETING RAIL 6063-T5 11 SW —AS AS ROD ASSEMBLY SCREWS # B X 1' 3MS. 1 JAMB TO MOVING PANEL 6063�T5 MATERIAL LIST MATERIAL LIST '•.'::•'::::::�.:. '•iiii:y:.: Sunshine ndaws NAnU(QGtur:m,n Inc. 170 W. 33rd Plaoe Hfn,snh: Florida 33012 Ph: (x495)364-9952 L`9Y:(3Q6)828-5118 3 ¢�H O w Q G(J OOj W 0 x t F 3 w � w � U r4 N a N a N o ao r U E O F w �W =B c+ g O $ N O m i1II11/// SL y (irU NU rxsc...HE/'j I/ o z a m w m '1,\GENSF'.'V2 a Q n No. 51393'� � '•. .� tr\ � � r n • • 110 • • • • • • ',,T+')UCT REVISM. � F ' . � QRAWING No. • • • • • • • • e's --*i-g wish t1w Florida !�P ' �j�� • • • • • • • • •eallamecaao W.7 HS08—01 •• •• • • • • •••E4fem,cel —'01 ?DI /li�Xnl q QATE: 03-14—OB •• ••• •• • • • • SCALE; Mimmi Product Cog4M FRANCISCO HERNANDEZ SHEET 4 OF 7 FLORIDA FyE # 51393 0.687 66 I7fiMY PARTR REQb. DESCRIPTION MATERIAL 13 SW-016 1 MOVING SIDE RAIL 6663—T3 14 SW3257 AS -ROD WEATHER STRIP BULB NFifL tS SW-667 AS Rq0 LATCH ZING t� SW—S10 2/SILL RETICULATPtp E1LT€R FOAM 17 SW40771 1 SILL RISER 6083—T$ 18 SW-014 1 JAMB TO FIXED PANEL 6063—TB 1@ — AS ROE) SILICONE F'EC.-895 OR SIMILAR 20 SW-101 AS ROD IMPACT GLAZING BEAD 6083—TB 21 SW—STL i 3/6' X 3/4" FLAT PAR STEEL 22 SW —AS 4 ASSEMBLY SCRElNS � 8 X 2 1/2` SMS. —I 0.812 r 1.625 —� 0.050 OASp r I 0: • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9 1 /O" u1Hi 9 1 /'S" L". 1/4' ULTRACON 1 3/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1 BY WOOD BUCK. 'iFQR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS KEFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON $HEETS 1 OF 7 AND 2 OF 7) TYPICAL FOR HEAD. BY WOOD BUCK BY OTHERS. BUST BE PROPERLY ATTAGHED TO RANSFER GLAZING SYSTEM LOADS '0 THE STRUCTURE. SHALL BE APPROVED 3Y BUILDING OFFICIAL PRIOR TO yNDOW INSTALLATION. DETAIL A ATTACHMENT TO MASONRY 1/4- SMS GR,S THROUGH METAL. 1" (FOR MAX. ANCHOR SPACING AND NUMBER . OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL HEAD, w Val 2 1" MIN. DETAIL B ATTACHMENT TO WOOD 1/' ULTRACON 1 1/2"MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND Z OF 7) TYPICAL FOR HEAD. 2 BY WOOD PUCK BY OTHERS. MUST BE PROPERLY ATrACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTVRE. SHALL BE APPROVED is BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. i/4" $MS 4R5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION$ AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 4 AND 2 OF 4). 1" TYPICAL FOR HEAD. FMIN. MIAMI-DAD COUNTY APROVEO ��MUWON. UNDER SEPARATE APPR()1/AL) =Jl Sunshine windows MQnufUctuiing, Inc. 1745 W. 33rd Pime "Igkgh, Fbdde 3M12 RN (N5)364-9952 fax:(N5)825-5113 X fn �Qa F- z � E-+ C) con C4 W Z O 04 O x U 11111111f� � U U ' _10ENS;o RC i '• to � of No. 51393IT � DETAIL C 1 DETAIL C : .)a . ATTACHMENT TO METAL STRUCTURE ATTACHMENT TI%ML1 "O?'& • • • • 'rct,UCT REVISED ; O� ._ STATE OF ; ��` DRAWING No. • • • • • • • • �= �n>nnirmg w-rh IIIC Fkwi& F (STEEL OR 4UMI. 1/8" MIN. THICKNESS) • • •• • • • • r"3mluSng C' ( HSQ8-0� • • • • • • • • Er.pj�lilm Dal.'JaR=+2Dj9 1111 j111\\\ PATE: 03-14—OB •• ••• •• B • • • r TYPICAL HEAD SECTIONS NfimW gd. Pr dust ca ,1 ; �= FRANCISCO HERNANDEZ SHEET 5 OF 7 FLORIDA RE i11 51393 • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • w �N �� _ �� \N ' y 3/4' MAX. NbH—SHRINK GROUT � rn � � YN \ $4R9tline endows 1�9nufacturing, Inc. t 7sa w. 33rd PI«a Hiaknp. Florida S1012 PA: (�(15)364-9952 F4tIIC3C5)a28-5115 - .OR Y t'fYWOOD BUCK _ d p� 04 2 BY. WOOD BUCK BY OTHERS. \ T _MU$C SEPROPERLY ATTACHED TO t0 TRANSFER GLAZINGTEMLOADS• TO TH STRUCTURE SHALL _!TIE.APPROVEDBY BjOFFICIALPRIOR TO_ 2 1/2• MIN. 2 1/2" MIN. 1,. WINDOWINSTALLATION. A a Z 2 1/2" MIN. 2 1/2a MIN. MIN. 1/4" ULTRACON 1 1/7' MIN. PENETRATION INTO WOOD. E- 1TO MASONR N 1 3/4" MIN: (FOR MAX. ANCHOR SPACING AND NUMBER INTO MASONRY THROUGH 1' Y WOOD WOOD BUCK B OF ANCHORS REFER TO KLEVATIONS AND DESIGN PRESSURE CFIARTyS ON SHEETS LI OR NON —SHRINK NON—METALLIC GROUT i OF 7 AND 2 OF 7). [� 1/4" 1 3/4" MIN. EMBEgMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER TYPICAL FOR SILL, r'1 En MAX. ANC (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS OF ANCHORS REFER f0 ELEVATIONS AND w REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS DESIGN PRESSURE CHARTS ON SHEETS ON SHEETS 1 OF 7 AND 2 OF 7) 1 OF 7 AND 2 OF 7). '~ cn TYPICAL FOR SILL ONLY. TYPICAL FOR SILL ONLY: DETAIL D DETAIL E ATTACHMENT TO PRE -CAST SILL DETAIL F ATTACHMENT TO MASONRY ATTACHMENT TO WOOD p< TW O —1/4" SMS GR5 THROUGH METAL, MIN. (FOR MAX. ANCWOR SPACING AND NUMBER OF ANCHORS kEFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR SILL. DETAIL G ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM, 1/8" MIN. THICKNESS) MIAMI—DARE COUNTY APROVED �MULLION. (UNDER SEPARATE APPROVAL) 1/4' SMS GR5 THROUGH METAL (FOR 4AX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER YO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). T TYPICN, FOR SILL. DETAIL G 1 • • 000 • ! • • • ',,jCpUCT REVISED ATTACHMENT TO MULLION • • • • • • • • •. c ,lymB with We Flmia. • • • • • • • ga4i1d111$ co& (STEEL OR ALUM. 1/8" MIN. THICKNESS) • • • • • • • • • • AVptanoe No k7' i0 .O{o • • • • • • • • Eep•-. Date •• ••• •• • • • 9Y TYPICAL SILL SECTIONS ode Pfo&Kt • a • • • • • i • • • • • • • • • • ••• ! ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • t11t1111111/!// 6r--0.Hf.. �p� • LIGENSF ''9�LO �� _ No. 51393 %�O • STATE F /lllll lltttt q- FRANCISCO HERNANDEZ FLORIDA PE 1 51393 DRAWING No. HS08-01 DATE: 03-14-08 SCALE: 1 2"=1" SHEET 6 OF 7 I /4" MAX. 1 3/4� ULTRACON 1 3/4' MIN. EMBEOMENT INTO MASONRY THROUGH 1' BY WOOD BUCK OR NON SHRINK NON METALUG GROUT Z (FOR MAk, ANCHOR SPACING AND NUMBER '` OF ANCHORS REFER TO ELEVATIONS AND •• s DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 ANq 2 OF 7). no TYPICAL FOR JAMBS. N DETAIL H ATTACHMENT TO MASONRY 1/4" SMS GRS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS IQEFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. MIAMI-BADE COUNTY APRQVED MULLION. (UNDER SEPARATE APPROVAL) — l �I II it �I II II I ATTACHMENT TO MULLIONS DETAIL \ / -2 LWOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED 1 t/Z" BY OUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. MIN. 1/4�(FOR ULTRMAX. ANCHOR 1 1SPA MIN. PENETRATION INTO W4 (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. DETAIL I ATTACHMENTTQ WOOD TYPICAL JAMB SECTIONS 1/8' STRENG 3/8" GLASS (TIPICAL) 1 /4' MAX. culu coer•.c Sunshine endows lioqu(acturing, Inc. /4' SMS GR5 THROUGH METAL 1743 W, 3Jrd PI°ee Mlakah. Florldo 330t2 ,FOR W. ANCHOR SPACAO AND NUMBER Rh: (7(13)36t-e932 )F ANCHORS REFER TO ELEVATIONS AND Eex�(1Q5)828-5t18 )ESIQN PRESSURE CHARTS ON SHEETS I OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. Q DETAIL d ATTACHMENT To METAL STRUCTURE, (STEEL OR ALUM: I/B" MIN. THICKNESS) GLAZING DETAIL 0.600' DUPONT BUTADITE PVB OR SIMILAR 1/8' HEAT ITRENGTHENED ORCONE SIMILAR RA 895 QLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0,125" HEAT STRLNGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO L.ITES OF GLASS. LAMINATED 13Y TEGNOCLASS OR SIMILAR • • • • • • • • • • UCT REVISED • • • • • • • • nAlying wish the FMAda • • • • • • • • • Id1Og Code • • • • • • • • E d/O° Oete •• ••• •• • • • like • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � 3 3 d NCL N N J 80 00 UE w r W Ka Z W z _- No.51393 _ of lL DRAWING No. �0 STATE OF %(n ,.��\�� A'' HSOB-01 PATE, 03-14-08 $CALK; 1/2"=1" FRANCISCO HERNANDEZ FLORIDA PE If $1393 SHEET 7 OF 7 MIAMI•DlADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) r- .r, W tr,GP6,,q www.miumidade.gov/economy Sunshine Windows Manufacturing, Inc. 1745 W. 331d Place S Hialeah, FL 33012 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). 6666 This NOA shall not be valid after the expiration date stated below. The Miami-Da4e Cqunty Proouft Eontrq% • • • • Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dada Qdursty) reserve the right to have this product or material tested for quality assurance purposes. If this pi;od".or malt' al Fails to...:. perform in the accepted manner, the manufacturer will incur the expense of such t4* and the -AHJ mal • immediately revoke, modify, or suspend the use of such product or material with.Ur* ; juris(t"94• RER • reserves the right to revoke this acceptance, if it is determined by Miami-Dade"ddnty Product Contrd'1';". Section that this product or material fails to meet the requirements of the applicable* TZir&g coati. * 0 * 0 00 This product 'is approved as described herein, and has been designed to comply ' itj* he Flor1`Ja building • • Code including the High Velocity Hurricane Zone. • DESCRIPTION: Series "1650 (XOX)" Aluminum Horizontal Sliding Window — LeM.I. : • • 0 • APPROVAL DOCUMENT: Drawing No. HR08-02, titled "Series 1650 Aluminum Horiki taf Cliding • Window (XOX) Impact Resistant Glass", sheets 1 through 6 of 6, dated 07/21/08, with revision 3 dated 09/25/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 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.14-1212.04 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. n NOA No. 17-1017.09 MIAMI-DADE COUNTY P / Expiration Date: August 19, 2019 I �� Approval Date: December 21, 2017 j ►Z. Page 1 Sunshine Windows Manufacturin%_Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 07-0810.06) 2. Drawing No. HR08-02, titled "Series 1650 Aluminum Horizontal Sliding Window (XOX) Impact Resistant Glass", sheets 1 through 6 of 6, dated 07/21/08, with revision 2 dated 11/20/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. .... TESTS * 0 0 000 •��•• .. 1. Test reports on: 1) Air Infiltration Test per FBC TAS 202-94 • 2) Uniform Static Air Pressure Test, Loadingpw-*NBC, TAS 202-94 . • 3) Water Resistance Test, per FBC, TAS 202;94 • • • •; • • 4) Large Missile Impact Test per FBC, TAS 2ff 74 •"' • ...... . .. ..... 5) Cyclic Wind Pressure Loading per FBC, TM 203-94 • �; • • • • 6) Forced Entry Test, per FBC 2411.3.2.1, and-TAS 202-94 . .' along with marked -up drawings and installation diagram of-analnminWbplizontai •• • sliding window with 0.34" laminated glass, prepared 13y Fenestration Testing...: Laboratory, Inc., Test Report No. FTL-5352, dated 12/07/01,• signed anc sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0810.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), prepared by manufacturer, dated 11/20/14, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies with ASTM E1300-04/09 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. Manue ere P.E. Product Contr 1 Ex Aminer NOA No.-1017.09 Expiration Date: August 19, 2019 Approval Date: December 21, 2017 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5` Edition (2014) and of no financial interest, dated 11/20/14, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of conformance, complying with FBC-2010 and of no financial interest, dated 03/12/12, signed and sealed by Francisco Hernandez, P.E. (Submitted under NOA No. 13-0416.13) 3. Laboratory compliance letter for Test Reports No. FTL-5352, dated 12/07/07 issued by Fenestration Testing Laboratory, Inc., signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0810.06) 0000 . . .... ...... G. OTHERS •••••• •• •• •••.•• 1. Notice of Acceptance No. 13-0416.13, issued to Sunshine WjUdQws Manufacturing • Inc. for their Series "1650 (XOX)" Aluminum Horizontal SlidiflgWinde � L.M.I approved on 05/17/12 and expiring on 08/19/18. . •'. 00000 ...... . .. ..... .. .. .... ...... 2. NEW EVIDENCE SUBMITTED ' . . .. ...... ... % A. DRAWINGS 000000 1. Drawing No. HR08-02, titled "Series 1650 Aluminum Horizontal SlidingoV017.1ow . . (XOX) Impact Resistant Glass", sheets 1 through 6 of 6, dated 07/21/08, whYrevision No. 3 dated 09/25/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. 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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. J � Manuel P rez, P.E. Product Control xa finer NOA No. 17-1017.09 Expiration Date: August 19, 2019 Approval Date: December 21, 2017 E-2 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6t' Edition (2017), dated September 25, 2017, signed and sealed by Francisco Hernandez, P.E. 2. Proposal No. 17-0539R2 issued by the Miami -Dade County Product Control Section, dated 12/07/17, signed by Manuel Perez, P.E. 3. Email from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 12/15/17, signed by Noel Martinez, Assistant Manager, Sunshine Windows Mfg. Inc. G. OTHERS •••• •••••• 1. Notice of Acceptance No. 14-1212.04, issued to Sunshine Wt;dows Manufaoturin4, • • Inc. for their Series "1650 (XOX)" Aluminum Horizontal SlijWg.window . L.M.I. L • approved on 05/14/15 and expiring on 08/19/18. .... . . :.... : 2. One year approval, subjected to successful verification test. 0000 • •; • • • ...... . .. ..... .. .. .... ...... . . . . ...... Manuel Pe,Fez, E. ZProduct Control xam er NOA No. 1 7.09 Expiration Date: August 19, 2019 Approval Date: December 21, 2017 E-3 DESIGN PRESSURE CHART - PSF SERIFS-1650 ALUNHNUM HORIZONTAL SLIDING WINDOW (XOX) IMPACT RESISTANT GLASS WINDOW DIMENSION ANCHOR SCHEDULE HURRICANE PROTECTION IS NOT REQUIRED WIOTH Iff1G14T HFA�D • SILL PER 3AM8 EXTERIOR (+) WTERIOR (-) 14' 26' 9 3 60.00 60.00 661/4' 13 60.00 60.00 '11. 14 60.00 60.00 74' 076 1/4' 38 3/8' 9 4 60.00 60.00 1 60.00 60.00 n 1' 14 60.00 60.00 Q 14' 50 5/8' 9 5 60.00 60.00 166 1 /4' 13 60.00 50.00 t n • 14 60.00 60.00 74' 63' 9 6 60.00 60.00 t661/4' 13 56.01) 56.00 1t1• 14 56.80 56.80 i2 24• 9 3 60.00 60.00 84' 11 60.00 60.00 98' - 12 60.00 60.00 108• 13 60.00 60.00 C 72' 9 4 60.00 60.00 84• 11 60.00 60.00 4s•� 12 60.00 60.00 106' 13 60.00 60.00 Q 72• �. 9 5 60.00 60.00 84' 11 60.00 60.00 9s 12 60.00 60.00 106" 13 60.00. 60.00 �- 9 6 60,00 60.00 ea' 11 60.00 60.00 86' - 12 60.00 60.00 108' 13 56.40 56.40 WIND LOAD A.S.D. FACTOR NOTE: THE DESIGN PRESSURES SHOWN ON THESE CHARTS ARE FOR ALLOWABLE STRESS DESIGN. FOR WIND LOADS CALCULATED PASED ON "ULTIMATE WIND SPEED" AS DETERMINED FROM ASCE 7-10 OR IBC 2015 THE VALUES SHOWN ON THE TABLES SHALL BE MULTIPLIED UY 0.6. 3' FALSE MLWnNS MAX. II (S1IAPPLIED MAY BE USEDRFACE II II 8 1 /'2, MAX. I E7 a7S5 Iwo alws �''�II°"� C II II p II II OX m 26 u II 10" II II II 2,z II II �3' MAX. 8 MAX. TYPICAL ELEVATION (XOX) 25/S6/25 3- MAX. 8 1/2' MAX. TYPICAL ELEVATION (XOX) 33/33/33 GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014) AND FBC 6TH EDITION (2017). 2.- XOX CONFIGURATION APPLIES TO 25%-50%-25% PROPORTION$ FOR ALL DIMENSIONS ON CHART, XOX CONFIGURATION APPLIES TO 33%-33%-33% PROPORTION$ FOR WIDTH DIMENSIONS UP TO $4". 3.- SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT RIZE REFER T( DESIGN PRESSURES CHART. 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 2 THRU 4. 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. CMU AS PER ASTM 09Q. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. FILLED CMU Frn' = 2000 PSI MIN. 7.- USE NON -SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/0107M STANDARD SPECIFICATION FOR PACKAGED DRY. 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. 9.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE, STEEL SHALL BE Fy = 36 KSI MIN. 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8'. ALUMINUM SHALL BE 6063-T6. 11.- 1X G,RR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED QY THE BUILbING OFFICIAL PRIOR TO DOOR INSTALLATION. \`\\1111tIHirr777� 12.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) `�� SGQ.. ERN AS SPECIFIED IN FBC OTH EDITION (2017). �G.•�LceNSF'.4I�'; GLASS: 0.340" OVERALL LAMINATED O,LASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0:( v W'j5jLAYER• • • • FILM DUPONT BUTACITE PVB, BETWEEN THE 1WO LITES OF *LAW,, • • • • LAMINATED BY TECNOGLA$S. • • • • • • • • • • • • • • • • • • IMPACT RESISTANT WINDOWS Sunshine Windows NpnufoctuTing, Inc. 170 W. 33rd Plooe W!oo, Fbrido 33012 Ph: (495)384-9952 F4!:(e015)828-5118 O X O Q V C' G7 V z G(Z O H O • • Qr ee o 0 Df3AWING No. • • T EOF �': HR,Q8-02 • • • 1 Al, t1ATEt 07-21-08 11% FRANCISCO HERNANDEZ FLORIDA PE # 51393 SCALE: 1 2•=1. 1 OF 6 • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 1/2" MIN. 2 1/2" MIN. f 1/4" ULTRACON 1 3/4" MIN. EMBEDMENT INTO CONCRETE THROUGH 1 BY WOOD BUCK. " z (FOR MAX. ANCHOR. SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON $HEET 1 OF 6). TYPICAL FOR HEAD. w �a a N N 1 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL OR& TO WINDOW INSTALLATiDI'1. DETAIL A I ATTACHMENT TO CONCRETE 1/4" SMS GR5 THROUGH METAL. 1" (FOR MAX. ANQHQR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND MIN• DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL HEAD,. DETAIL A3 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1/8" MIN. THICKNESS) 1" MIN. DETAIL A2 ATTACHMENT TO WOOD 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. (FOR .MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEETS 1 OF 6). TYPICAL FOR HEAD. 2 9Y WOOD DUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS . TO THE STRUCTURE. SHALL BE APPROVED w BY BUILD140 OFFICIAL PRIOR TO WINDOW INSTALLATION. 1/4" SMS CRS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS. AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR HEAD. 1" MIN. MIAMI-DADE COUNTY APROVED MUWDN. (UNDER SEPARATE APPROVAL) I II L_ -� DETAIL A4 ATTACHMENT TO Mg"L N- • • • • • • • • • • •• • • • • ••• • .. ••• •. . • . •• TYPICAL HEAD SECTIONS • • •• • • •• • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Sunshine Vindaws Mgnufacturing, Inc. 1745 W. 33rd Pl— fff kfw •Florida 3M12 F6: (N5)3E4-9992 Fpx;(N5)8828-5118 1� 1� Cn ✓ 0 Q �3QC7 Cn Q � � W U W a i-� 0 L` � 3 C.3 (( w z 4 5 0 N a 0 00 �� OF �w ?w z a z x \`�111i 11 i11 i1�� .fi a U Gi m ' V\IENSF ' No. 51393' _ a 0 . STAT OF : � DRAWING No. HR08-02 DATE: 07-21-08 SCALE: 1/2"_1" FRANCISCO HERNANDEZ FLORIDA PE 1 51393 SHEET 2 OF 6 a . C r0 m 2 1/2" MIN. 2 1/2' MIN. 2 1/2" MIN. L 1/4' ULTRACON 1 3/4" MIN. EMBEDMENT INTO CONCRETE (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR SILL ONLY. DETAIL. B I ATTACHMENT TO.PRE-CASE' SILL GR5 THROUGH METAL. �w� ar.d. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON $HEFT 1 OF 6). TYPICAL FOR SILL 1-7 3/4" MAX. NON —SHRINK GROUT OR 1' BY WOOD BUCK \Z` 2 1/2" MIN.c 1 1/4' ULTRACON 1 3/4'.MIN. EMBEDMENT INTO CONCRETE THROUGH 1' BY WOOD BUCK OR NQN-SHRINK NON-METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER O✓: ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6), TYPICAL FOR SILL ONLY. DETAIL B4 ATTACI IMEI+ r TO CONCRETE MIAMI-DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) I II 1 � MIN. 1/4° $MS GR5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR SILL. 2 BY WOOD BUCK BY OTHERS. \ Z MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL, BE APPROVED BY 9UILDI.NG OFFICIAL 0R1OR TO 1 ^ WINPQW INSTALLATION. MIN. 1/4' ULTRACON 1 1/2' MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFFrR TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF e). TYPICAL FOR SILL DETAIL B2 ATI'ACHNIENT TO WOOD DETAIL B3 DETAIL B5 ATTACHMENT TO METAL STRUCTURE , ATTACHMENT TO MULLION • • • • • • • • • • • • (STEEL OR ALUM. 1/8' MIN. THICKNESS) (STEEL OR ALUM. 1/8" MIN. THICKNESS) . • • . •• • • • • • • • • • • • • ..• . TYPICAL SILL SECTIONS •• ••• •• • • • •• • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • No. 51393� G\R, ON FRANCISCO HERNANDEZ FLORIDA PE ii 51393 $unshipe windows Na gcturing, Inc. 1745 W. 33rd Plooa Hlnleph Flake 33012 Ph: (4Q5)364-9952 Fg4,(3ga)a28-5118 0 X Q Qa �z yy (~ w z a 0 x DRAWING No. HR08-02 QATE: 07-21-08 SHEET 3 OF 6 I /A" MAX DETAIL El ATTACHMENT TO CONCRETE 1 /4" MAX. SHIM SPdCE 2 BY WOOD BUCK BY OTHERt MUST 9E PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO 1'HE STRUCTURE. SHALL OF APPROVED SY BUILDING OFFICIAL PRIOR TO _ 1 i 2 WINDDW INSTALLATION. /4" ULTRACON 1 3/4' MIN. EMBEDMENT 1(��d4y(llut�4; 1/4" ULTRACON 1 1/2' MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER NTO CONCRETE THROUGH 1" BY WOOD BUCK OF ANCHORS REFER TO ELEVATIONS AND 7R NON SHRINK NON METALLIC GROUT DESIGN PRESSURES CHART ON SHEET 1 OF 6). FOR MAX. ANCHOR SPACING AND NUMBER TYPICAL FOR JAMBS. )F ANCHORS REFER TO ELEVATIONS AND )ESIGN PRESSURES CHART ON SHEET i OF 6). YPICAL FOR JAMBS. DETAIL E2 ATTACHMENT TO WOOD 1/4" SMS GAS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELfVATKMIS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR JAMBS. MIAMI-DARE COUNTY APROVED TMULLION. (UNDER SEPARATE APPROVAL) II II II II I I� I I 1 /4' MAX. CWIW CPArr 1/4" SMS GR5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESKW PRESSURES CHARS ON SHEET 1 OF 6). TYPICAL FOR JAMBS. DETAIL E3 ATTACHMENT To M_R'I•AL STRUCTuaE L — J (STEEL. OR ALUM, 1/6" MIN. THICKNESS) DETAIL E4 ATTACHMENT TO MULLIONS DETAIL • • • • • • • • • .00 • • .. • • • . • • • • • • • • • • • TYPICAL JAMB SECTIONS • • • • • • • 0.6• • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • \SG0 I HE% No. 51393 - LL . ��Q STATE F �u F G�=. 111111\\\\ �j,25-1� FRANCISCO HERNANDEZ FLORIDA PE f $1393 Sunshine Vindows uongfactudng, Inc. 1743 W. 33re Waco I".* Fl= 3W12 01M1: OQ5)364-9952 Fq.:(3Q,5)828-5118 C) C) A C.7 \f2 F U F d O O x DRAWING No. HR08-02 DATE; 07-21-08 SCALE; 1 2"=1" SHFET 4 OF 6 VERTICAL SECTION WITH SILL RISER 0 o a ,3 ,2 lll gel `3/4' X 3/@" STEEL BAR-" 66 11 WINDOW WIDTH HORIZONTAL SECTION (XOX) •• ••• • • • • • •• • •• • • • • ••• • • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Su Oise Windows Nonufactuong, Inc. 1745 W. 33rd Roca HIW"h,. FbrWa 33012 pt. (4Q5)364-9952 F—:r3051828-5118 >C 3� o; G � z H � � w L� a H 0� C x �¢ 3 a o w� ao vI �� Jav pO Oo O O V1 Zi (1 �/s1 v q W� N G� Sow `\11,IIII1111j'' �gGO HERN 1j1� � m `4 M I `N.N\` ' Na 51393 '• :•4U DRAWING No. 1 ..•'G�� HR08-02 DATE: 07-21-08 SCALE; FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEEP 5 OF 6 . . ..• . . . ... .. .. . • . .. .. . . . • . . . . . . . . ....... .... .. . .. .. .. .. • • • . . • .............. ............ ............... MATERIAL LIST ' • �' •' �' ' • ..................... Doe of ' ' Sunshine Windows (danutacturing, Inc. ,7.hy W. 33rd Placa Hlalaa.0. Florida 33012 Ph: (�05)364-8952 ram:{3o6)a28—s„e 0 i� 3� Od Q 3 F+ id �yo1 2 Q W r-a W Q z 0 0 x GLAZING DETAIL � a a U^ 0.090- DUPONT BUTACRE PVB N N OR SIMILAR a x 0 00 r E 0E 1/8' HEAT 1/8' HEAT w z z w STRENGTHENED STRENGTHENED zO z zz 2 LD U � U 3/8'GLA5S SITE �\��',�0,HER''7 (TIPIQAL) �. \S Nq SILICONE DQI!( CORNING 899343 O10 PRAWING No. HR08-02 DATE: 07-21-08 FRANCISCO HERNANDEZ SHEEP 6 OF 6 FLORIDA PE # 51393 1'1'EM>f PART# READ. DE3'CRB'T,ON T'6R1A1. • 1 SW�p,9 1 Ff�FtE HEAD 8063-T5 2 SW�p19 1 FNAME SILL 6083-T5 3 SWxxz21 1 INSERT TRACK 5P@3-TS 4 ssw-tpt q5 ROD IMPACT GLAZING BEAD 6063-T6 5 SWcp,2 g/VENi SLIDER TOO/BOTTOM RAIL 6Q@$-T5 6 SW3Q19 A5 ROD FIN SEAS PILE FELT 7 SW1520 A$ ROD GLAZINp TAPE FOAM 8 SW321W 2/VENT WHEEL BRASS 9 SW�p17 1/VENT MOVING MT:.ETING RAIL 60@3-TS 10 4pi, 2 FIXED MEETING RAIL GQ§$-TS 11 SW-AS AS ROD ASSEMBLY SCREWS � 8X1' PHPHI �— 0.304 Q.3@S�_r 0.750 -� 0.050 IMPACT GLAZING BEAD $SW-101 5083-T6 -I 0.812 {- I I 1.750 1.740 � 2.t461".. �b L0.812 FIXED MEETING RAIL 3W-�ll,,i 6063-TS I-- 1.625 —{ � 0.050 1,875 1 I -- MOVING MEETING RAIL SW-G,7 �---}- 0.592 T o.aso o0Q 1.000 T¢P63-TS I 1 .750 0.810 �- ,.000 SUOER TOP AND BOTTOM RAIL ' �$W-012 INSERT TRACK ",y1y-XXX21 MOVING SIDE RAIL SW-0,6 Q063-TS 8P63-TS 6063-TS . � I T o.p76 0.6@7 � 3.062 2ooa �— z.on FRAME HEAD AND SILL Sw-019/SW-44287 6063-T6 FRAME JAMB SW-0,3 6063-T5 SILL RISER SW-40771 8063-TS MIAMI•DADE (} Q C-1 7 MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER1J�aa^r 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION C r'e— yJJ . r (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) L9 www.miamidade.gov/economy Sunshine Windows Manufacturing, Inc.�� O� 1745 W. 33ra Place Hialeah, FL 33012 i 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). 0 • 000000 This NOA shall not be valid after the expiration date stated below. The Miami-DidgmCQunty Product Control. • Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dade.Gotinty) retie N id the right.:. to have this product or material tested for quality assurance purposes. If this prehot or material fails. - perform in the accepted manner, the manufacturer will incur the expense of such TCAt ig anr.aV.; ,HJ play • immediately revoke, modify, or suspend the use of such product or material within fheir jurisdiction. RM � • . reserves the right to revoke this acceptance, if it is determined by Miami-Daa * h KQnnty �,i; t Conjfp1„. Section that this product or material fails to meet the requirements of the applicable bvikling code. This product is approved as described herein, and has been designed to compl; with:the Florida Buildiag.: • Code, including the High Velocity Hurricane Zone.- ; • • • •• • . •• • • DESCRIPTION: Series "2017 Sidelite" Aluminum Fixed Window — L.M.I. • • 0000 APPROVAL DOCUMENT: Drawing No. FS01-17, titled "Series 2017 Aluminum Fixed Window Large Missile Impact Resistant", sheets 1 through 10 of 10, dated 09/07/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami —Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact 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 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. NOA No. 17-1017.08 MIAMI DADE COUNTY Expiration Date: April 05, 2023 ate: April Approval D p , 2018 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. FS01-17, titled "Series 2017 Aluminum Fixed Window Large Missile Impact Resistant", sheets 1 through 10 of 10, dated 09/07/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 009000 2) Uniform Static Air Pressure Test, Loadinj jar FBC, rAS'202-940 • 3) Water Resistance Test, per FBC, TAS 20244.0 •. •.: ....:. 4) Large Missile Impact Test per FBC, TAS•30;94 ; • • • ; 5) Cyclic Wind Pressure Loading per FBC, TA*3!?k3-94...:. ' along with marked -up drawings and installation diagram of arjjV***Vs 2011 si&lite, ,,;,,• prepared by Fenestration Testing Laboratory, Inc., Test Repwt We* FTL'-&85, dated • • • • 06/01/16, signed and sealed by Idalmis Ortega, P.E. • • • • • • • . . . . ...... .... % C. CALCULATIONS s • 1. Anchor verification calculations and structural analysis, complying with7FbC06t6 Edition (2017), prepared by manufacturer, dated 09/04/17, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies with ASTM E1300-04 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 "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. Nzkw OAk Manuel Perez Product Control Exa in r NOA No. 17-10 .08 Expiration Date: April 05, 2023 Approval Date: April 05, 2018 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 611 Edition (2017) and of dated 09/04/17, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest with the lab, dated 09/04/17, signed and sealed by Francisco Hernandez, P. E. 3. Testing Proposal issued by the Product Control Section, dated April 1, 2015, signed by Jaime Gascon, P.E. G. OTHERS 1. None. ' ...... .... ...... ...... :0069. . ...... .... . ..... ...... . .. ..... . . . .. .. .... ...... . . • . . . . ..... . ..... . .. . . .. 0000 Manuel Perez, Jr.E. ,�-Troduet Control Exam ner NOA No. 17-101 . Expiration Date: April 05, 2023 Approval Date: April 05, 2018 E-2 GENERAL NOTES: INDEX OF L 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 6TH EDITION (2017). -- 1 OF 10 .- G 2.- SHUTTERS ARE NOT REQUIRED. 2 OF 10 .- E 3OF10.-C 3.- REFERENCE TEST REPORT FTL-8885 DATED ON 07/22/2016. 4 OF 10 .- V 5 OF 10 .- E 4.- FOR INSTALLATION REFER TO ANCHOR DISTRIBUTION ELEVATIONS ON SHEET 6 OF 10 .- tv 2 OF 10 AND TYPICAL SECTIONS ON SHEETS 7 THRU 9. 7 OF 10 .- F 8OF 10.-J 5.- WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL 9 OF 10 .- c SHALL BE PROPERLY ANCHORED AND SEALED TO SUSTAIN AND TRANSFER 10 OF 10 .- C THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 6.- WOOD HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE SOUTHERN YELLOW PINE G = 0.55 OR GREATER DENSITY AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 7.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm' = 2000 PSI MIN. 8.- STEEL HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL NOT BE LESS THAN 1 /8" THICK. STEEL SHALL BE Fy = 36 KSI MIN. STEEL STRUCTURE SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 9•- ALUMINUM HOST STRUCTURE NOT INCLUDED IN THE SCOPE.QFTHIS• •• PRODUCT APPROVAL. THE THICKNESS OF THE ALUMINLW H05T ••SfRkfbiiT*9. • SHALL NOT BE LESS THAN 1/8". ALUMINUM SHALL BE•�06t'-194; 16. IMfLL•• BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR •It4ST*_-.ATfON.• •• 10.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC 6TH EDITION (2Q;7).;• •;• ;•; . . . . . . . . . . . 11.- SURFACE APPLIED FALSE DECORATIVE COLONIAL MUNTiINS *ARE AILLOWED. �•• ••• 12•- SEE CORNERS DETAILS ON SHEET 10 OF 10 13.- USE NON -SHRINK, NON-METALLIC HYDRAULIC CEMENT tR(;U1; PEV: • ASTM C1107/C1107M STANDARD SPECIFICATION FOR P-AKMEN dRf. •:• �• • X Q 00 C) LL 3 3 c C L 5 C LL LL l- 48" 1 FIXED WINDOW WIDTH �, FIXED WINDOW EXTERIOR ELEVATION NOTE: SEE SECTIONS ON SHEET 4 OF 9 3" MAX. _ 21" MAX. L21" MAX. 3" MAX. % .. • • •FIXED.MMOW. EXTERIOR ELEVATION AiTCHOR DiSM' BUTION ELEVATION ... . . . ... . . NOTE: FOR INSTALLATION DETAILS SEE SHEETS 7 THRU 9 DESIGN PRESSURES CHART - PSF VALID FOR GLASS TYPE 1 AND TYPE 2 FIXED SIDELTTE SIZE ATTACHMENT TO CONCRETE/ GROUT FILLED BLOCK AND METAL ATTACHMENT TO WOOD WINDOW WIDHT WINDOW HEIGHT ANCHORS SPACED AT 21" MAX. ANCHORS SPACED AT 15" MAX. ANCHORS SPACED AT 21" MAX. POS. NEG. POS. NEG. POS. NEG. 24" 36" 110.00 110.00 110.00 110.00 110.00 110.00 30" 110.00 110.00 110.00 110.00 110.00 110.00 36" 110.00 110.00 110.00 110.00 110.00 110.00 42" 110.00 110.00 110.00 110.00 110.00 110.00 48" 110.00 110.00 110.00 110.00 110.00 110.00 54" 110.00 110.00 110.00 110.00 110.00 110.00 60" 104.76 104.76 10.4.76 104.76 104.76 104.76 24" 48" 1 110.00 110.00 110.00 110.00 110.00 110.00 30" 110.00 110.00 110.00 110.00 110.00 110.00 42" 110.00 110.00 110.00 110.00 110.00 110.00 Q. 110.00 110.00 110.00 110.00 110.00 110.00 54" 99.00 99.00 99.00 99.00 99.00 99.00 60" 91.67 91.67 91.67 91.67 91.67 91.67 24" 60" 110.00 110.00 110.00 110.00 110.00 110.00 30" 110.00 110.00 110.00 110.00 110.00 110.00 36" 110.00 110.00 110.00 110.00 110.00 110.00 42" 110.00 110.00 110.00 110.00 110.00 110.00 54" 97.78 97.78 97.78 97.78 97.78 97.78 60" 88.00 88.00 88.00 88.00 88.00 88.00 24" 72" 110.00 110.00 110.00 110.00 110.00 110.00 30" 110.00 110.00 110.00 110.00 107.54 107.54 36" 110.00 110.00 110.00 110.00 94.60 • • 94. • 42" 110.00 110.00 107.31 107.31 85.85 . 854 • 48" 110.00 110.00 99.77 99.77 79.82 • 79.4 54" 97.78 97.78 94.60 94.60 75.68 75.68 60" 88.00 88.00 88.00 88.00 72.97 iE 97 GENERAL NOTES: 1.- FOR GENERAL NOTES REFER TO SHEET 1 OF 10. DESIGN PRESSUR VALID FOR GLASS T FIXED SIDELTTE SIZE ATTACHMENT TO CONCRETE/ GROUT FILLED BLOCK AND ME'I WINDOW WIDHT WINDOW HEIGHT ANCHORS SPACED AT 21" MAX. POS, NEG. 24" 84" 110.00 110.00 30" 110.00 110.00 36" 110.00 110.00 42" 110.00 110.0C 48" 110.00 110.0C 54" 97.78 97.78 24" 96" 110.00 110.0 30" 110.00 110.0t 36" 110.00 110.00 42" 110.00 110.0C 48" 110.00 110.0C 24" 108" 110.00 110.0( 30" 110.00 1 10.0C 36" 110.00 110.0( 42" 110.00 110.0 48" 110.00 110.0( 24" 120" 110.00 110.0( 30" 110.00 110.0( 36" 110.00 110.0( 42" 110.00 110.0( 30" 132„ 110.00 110.0( 36" 110.00 110.0( 30" 144" 110.00 110.0( 36" 110.00 110.01 . . . . • . . . . . . . • .. . . .. . . . • ••• NOTES .... ....... . 1.- THESE WINDOWS CANNOT • • 2.- SEE GLASS TYPE 1 AND . ..... . ... . .. .. . . . .• .. SECTIONS FOR GLASS TYPE 1 7/16" MONOLITHIC L.M.I. GLASS 31 III 1 HEa 01 EXTERIOR 1 /4" FROM CORNERS 1 AT MID SPAN B 9 17 31 VERTICAL 5 29 1 06 1 /4" FROM CORNERS AND 1 AT MID SPAN 11 OR 1 A :4/ INTERIOR 1 1 °R 1 A 1:7) 14 3 AS=ILL ONS SECTIONS FOR GLASS TYPE 2 1" INSULATED L. M.I. GLASS 31 �j 1 HEAD EXTERIOR 5 A .Imp rg- &- CORNERS 11 OR 1 A 22D4 INTERIOR 1 1 OR 1 A D i 1 /4" FROM CORNERS 29 D 1 AT MID SPAN 12 3 SILL B 17 31 • . i : •:: ERTICAL SECTIONS .. ... .. . .... ..... ..... . . JmB .'. :: 5 2i�--� : • :.. ' •�TTERIOR JAM .. 1 A OR 0R 1 ..... .. • •11 4 11 7 17 W: 0 FIXED SIDELITE FRAME HEAD - 6.024 1.125 4.125 10 092 1.800 1.600 07 100 t 1.060 4.273 .125 5.398 FIXED SIDELITE STILE --1.436-- 4.000 163 .140 1.890 1.150 .657 .625 .13 078 .078 F.125 .0781 .844 1.000 25Q� '-�2500= 1 W250 .078 0 FIXED SIDELITE FRAME JAMB 1.800 050 .6 0- .250- 774 - 078 .176 .337 .325 .154 -1 F.06 1.500 1.422 .440 -- 78 078 �- a:3 .100 i INSTALLATIC 40 .078 .078 •. 0005 ..... .2'453 2.953 .. ... •4.0�0 ... .• .•. ... .17 .29� • •• .. • • . .125 ' or• ..... � 1.125 1.113 092 L07 • • • • • •• • • • • • • • • • • •• •• • • • rl 1 1----1.444 MATERIAL LIST ITEM # PART # QUANTITY DESCRIPTION MATERIti 1 1202001 1 FRAME HEAD 6063-T6 2 1202002 2 FRAME JAMB 6063-T6 3 1202003 1 STANDARD SILL 6063-T6 5 1202005 AS REQUIRED FRAME INTERIOR SCREW COVER 6063-T6 7 1202007 AS REQUIRED ACTIVE SIDE PANEL STILE 6063-T6 9 1202009 AS REQUIRED TOP AND BOTTOM PANEL RAIL 6063-T6 11 12065 AS REQUIRED 7/16" GLAZING BEAD 6063-T6 1 1 A 12180 AS REQUIRED 1" INSULATED GLAZING BEAD 6063-T6 12 1202012 AS REQUIRED S.L. TOP AND BOTTOM PLATE 6063-T6 14 12181 AS REQUIRED SILL SCREW COVER 6063-T6 15 31296 AS REQUIRED HANDICAP SILL SCREW COVER 6063-T6 17 W33321 NK0020 AS REQUIRED ULTRA FIN WEATHERSEAL POLYPROPYL 22 ZIALOC 750 AS REQUIRED 1 /8" X 1 /4" DOUBLE SIDED TAPE PE FOAM 23 DOW CORNING 899 AS REQUIRED RTV SILICONE GLAZING SEALANT SILICONE 24 E20318WN3020 AS REQUIRED .... T-.SIFT. F.XTRUDED SEAL BULB TPE PLAST 28 1MB16 12 PER PANEL•. #�;1p;X;• �t,/2" METAL SCREW STEEL 29 5KGF9 8 PER FRAME # 10 X 1" METAL SCREW STEEL 31 PHS8 AS REQUIRED" ':' 2"' X:'1/S"•SPA,CER PLASTIC .... ....... . . ..... . .. . . ...... . .... .... . . .... . EXTERIOR FIXED WINDOW HEAD ATTACHMENT TO CONCRETE THROUGH I" X WOOD BUCK wow 5/16" 0 ULTRACON WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE THROUGH 1" BY WOOD BUCK. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 2 OF 10. 1" BY WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 5/16" 0 ULTRACON WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE,. ... . . . . . .. FOR MAX. ANCHOR SPACING REFCR'IO TYPICAL ELEVATIONS ON SHEET % (2F:10.: .. ... .. . . . .. 000 . . . . . . . . . . . .. .. .w . .. .. . . . .. .. ... . . . ... . . EXTERIOR FIXED WINDOW HEY ATTACHMENT TO W( _ 1" MIN. / EDGE DISTANCE 1" BY WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. z w z 1 /4" MAX. SHIM SPACE INTERIOR " rn w W 5/16" 0 ULTRACON WITH 1 3/4" - p MIN. EMBEDMENT INTO CONCRETE/ 5/16 0 ULTRACON WITH 1 3/4" GROUT FILLED BLOCK. MIN. EMBEDMENT INTO CONCRETE/ N FOR MAX. ANCHOR SPACING GROUT FILLED, BLOCK THROUGH REFER TO TYPICAL ELEVATIONS ON 1" BY WOOD BUCK. SHEET 2 OF 10. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 2 OF 10. p EXTERIOR FIXED WINDOW JAMB ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK THROUGH 1" X WOOD BUCK MIAMI-DADE COUNTY APPROVED MULLION WITH WOODEN STRUCTURE BY OTHERS 1/4" MAX. 1/8" MIN. THICKNESS (UNDER SEPARATE NOA) MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS -`I SHIM SPACE OR METAL STRUCTURE WITH 1/8" MIN. THICKNESS TO THE STRUCTURE AND APPROVED I BY OTHERS. MINIMUM ALUMINUM ALLOY 6063-T6 OR A-36 STEEL. SHALL BE BY BUILDING OFFICIAL PRIOR TO w .. * 0 0 . . . . .APPROVED BY BUILDING OFFICIAL PRIOR TO D( DOOR INSTALLATION. 0 : INTHMP, ; INSTALLATION. zZ s ..... o ,., • • • • • • • • 1,(4" 0 KWIK-FLEX OR DRIL-FLEX GR 5 SELF w DR LING SCREWS THROUGH METAL WITH MIN. . THREADS BEYOND THE SUBSTRATE. 000 .• : • :' :.. Wk MAX. ANCHOR SPACING REFER TO TYPCCAI ELEVATIONS ON SHEET 2 OF 10. 5/16" 0 ULTRACON WITH 1 1/2" ••• ••• • MIN. EMBEDMENT INTO WOOD. . . . . ... . . • . FOR MAX. ANCHOR SPACING `� . .. .. 0.0 . .. • .. REFER TO TYPICAL ELEVATIONS ON • • • • • • • SHEET 2 OF 10. EXTERIOR F .D. D • q. USE NON -SHRINK, NON-METALLIC 5 KSI HYDRAULIC CEMENT CURED AND HARDENED GROUT CONTINUOUSLY ALONG THE SILL. E) a 5/16" 0 ULTRACON WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 2 OF 10. FIXED WINDOW SILL ATTACHMENT TO CONCRETE EXTERI FIXED WINDOW SILL ATTACHMENT TO METAL STRUCTURE / MUL TIONAL WATERPROOFING. TERPROOFING DESIGN, TERIAL AND INSTALLATION BY HERS. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. .. ... .. ... . . WOODEN SYRUCTGRE. EY.OTAERS %AUSY $E PROPERLY ATTACHED 1M `TRaIGSFEL. ` GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOf;•TQ DOOR IrlWX*TIOj. . . . . . . . . . . . .. .. . . . .. . . 5/16" 0 ULT4to**N WINCH -1 1311-: MIN* EMBEDMENT INTO WOOD. CAD 118Y I&klf%wno colip1 IP_` RCCCR TA 2 # 10 BY 1 " PH. PAN HEAD SMS ...... . . . . .. . .. . . . . ... . .. ... .. . . ... ••• • • • • 1 1.0 • • • • . .FPXED WINDOW PANEL C .... 2 # 10 BY 1 " PH. DAM uPAn CAAC Im M IAM I-DsADE MIAMI-DADS COUNTY makalu PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADNffNISTR4,TION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) — 1-y bQS www.miamidsde.eov/economy Sunshine Windows Manufacturing, Inc. 1745 W 33'd Place Hialeah, FL 33012 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 CotV"-RER - Product Control Section to be used in Miami -Dade County and other areas where at vZd by the eAftority • • • • . Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miam;—R44e, County Product " • • • • Control Section (In Miami —Dade County) and/ or the AHJ (in areas other that. Miamiv-DWe CouiDty) reserve :....: the right to have this product or material tested for quality assurance purposes. If this.product:Vft;Aerial • fails to perform in the accepted manner, the manufacturer will incur the expense of A*testing and the AHJ •; • • • may immediately revoke, modify, or suspend the use of such product or material Mtlft their j1f1449diction....... RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade:C60V Product -Control Section that this product or material fails to meet the requirements of the applicable building cod(.... ; . • • • • • This product is approved as described herein, and has been designed to comply vk44e Flor da Building;.•..; Code, including the High Velocity Hurricane Zone. • DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M2011, titled "Aluminum Tube Mullion L.M.I.," sheets 1 through 21 of 21, dated 02/11/13, with revision No. 2 dated 12/12/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, 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 and renews NOA No. 15-0528.21 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. � NOA No. 17-1226.22 MIAMFDADE COUNTY jj Expiration Date: March 28, 2023 �jib Approval Date: February 15, 2018 Page 1 Sunshine Windows Manufacturine, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER.PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.11-1216.02) 2. Drawing No M2011, titled "Aluminum Tube Mullion L.M.I.", sheets 1 through 21 of 21, dated 02/11/13, with revision No.1 dated 05109115, prepared by manufacturer, 000000 signed and sealed by Francisco Hernandez, P.E. • • ;B• • . TESTS • •' •"' 1. hest 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 • • • IIong with marked -up drawings and installation diagram of aluminum fixed windows • ; • • • • dulled together using different sizes of rectangular and round aluminum tube ' 'mi tlions, prepared by Fenestration Testing Laboratory, Inc. Test Report No. •"": �FT� -7067, dated 09/26/12, signed and sealed by Marlin D. Brinson. P.E. " ubmitted under NOA# 11-1216.02 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5t6 Edition (2014), dated 05109115, prepared, signed and sealed by Francisco Hernandez, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51b Edition (2014), dated May 18, 2015, issued, signed and sealed by Francisco Hernandez, P.E. (Submitted under NOA# 15-0528.21) 2. Statement letter of conformance, complying with the FBC-2010, and of no financial interest, dated February 23, 2013, signed and sealed by Francisco Hernandez, P.E. (Submitted under NOA# 11-121 & 02) G. OTHERS 1. Notice of Acceptance No. 11-1216.02, issued to Sunshine Windows Manufacturing, Inc. for their Clipped, Extruded Aluminum Tube Mullion - L.M.I., approved on 03/28/13 and expiring on 03/28/18. i Man el Pe ez, P.E. Product Con of J xaminer NOA No. 17-1226.22 Expiration Date: March 28, 2023 Approval Date:, February 15, 2018 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M2011, titled "Aluminum Tube Mullion L.M.I.", sheets 1 through 21 of 21, dated 02/11/13, with revision No. 2 dated 12/12/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS '....' see ...... 1. None • • , • • ...... *see: • 0*0000 C. CALCULATIONS • • • • • • ' 1. None. • .... • ..... D. QUALITY ASSURANCE " •' • • • • ...... 1. Miami -Dade Department of Regulatory and Economic Resourc;s ) • • �' ...... ..... . E. MATERIAL CERTIFICATIONS ' • 1_ None. ' F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), dated December 8, 2017, issued, signed and sealed by Francisco Hernandez, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0528.21, issued to Sunshine Windows Manufacturing, Inc. for their Clipped, Extruded Aluminum Tube Mullion - L.M.I., approved on 12/10/15 and expiring on 03/28/18. Man P ez, P.E. Product Con ro xaminer NOA No. 17-1226.22 Expiration Date: March 28, 2023 Approval Date: February 15, 2018 E-2 m .0: 125" OR 0250" THICKNESS x D F-GLAZING UNIT iv SEE NOTES 2 AND 4 OF GENERAL NOTES as VERTICAL OR HORIZONTAL RECTANGULAR MULLIONS SFF . DESIGN LOADS (MULLION ^ P CIW TABLE I 1 ON SHEET ; OF 21 SEE A'^F.cw'N. 1 n.O5 fAh:.HOR C�PA^.fM TA-RI_�� 2 AND ; ON GHFFTS 4 AND 5 OF 21 GLAZING UNIT, SEE NOTES 2 AND 4 �OF GENERAL NOTES 3 1/2" 10 OR 4" 0 ALUM. TUBE N 0.082" OR 0.125" THICKNESS --VARIES 90' TO 1 BO' VERTICAL ROUND TUBE MULLION C F MIT)I ION OFSICN IQAOE (MITI IION fAPACRYI AND ANCHOR DESIGN LOADS CAMHOR QAPACZ TARIF 1 4 ON SHEET 6 OF 21 •.. . ..• • ... . . . . . . . ;• 000 • as 000 • • INDEX OF DRAWINGS 1 OF 22 MULLION SECTIONS.GENEJA� N0TE%W4D PqPCEDVE jOR"UJON SELECTION. 2 OF 21 .- MULLION SHAPES _ HO C f1ND.ANWOfi CUPS OOCATWIr DETAILS. 3 OF 21 .- TABLE -1 1. MULLIQN DESIGN fDAw. QFAULNON'sCAFFACT FJ4 RECTANGULAR MULLIONS- 4 OF 21 TABLE If 2. ANCHOR DESIGN tOADS•( CI�R �,PATIQ FW RECTANGULAR MULLIONS. 5 OF 21 .- TABLE 1 T ANC&; DESV% tOA0 (J4C110% CAP:t, ny# FORONCTANGULAR MULLIONS. 8 OF 21 .- TABLE * 4. MULLION AND ANCHOR DESIGN LOADS (MULLION AND ANCHOR CAPACITIES) FOR ROUND MULLIONS. 7 OF 21 .- ANCHOR CONFGURATICN TYPEAlON CONCRETE OR MASONRY WITH 1BY WOOD BUCK. 8 OF 21 .- ANCHOR CONFIGURATION TYPE Al ON WOODEN STRUCTURE OR 2BY WOOD BUCK. 9 OF 21 . ANCHOR CONFIGURATION TYPE A2 ON CONCRETE OR MASONRY WITH 1BY WOOD BUCK AND ON WOODEN STRUCTURE OR 20Y WOOD BUCK. 10 OF 21 .- ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASONRY WITH IETY WOOD BUCK AND ON WOODEN STRUCTURE. OR 28Y WOOD BUCK. 11 OF 21 .- ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASONRY WITH 1BY WOOD BUCK AND ON WOODEN STRUCTURE OR 28Y WOOD BUCK FOR 2" X S" MULLION. 12 OF 2t .- ANCHOR. CONFIGURATION TYPE 81 ON CONCRETE OR MASONRY, 13 OF 21 .- ANCHOR CONFIGURATION TYPE 82 AND B3 .ON CONCRETE OR MASONRY. 14 OF 21 .- ANCHOR CONFIGURATION TYPE 03 ON CONCRETE OR MASONRY. 15 OF 21 .- ANCHOR CONFIGURATION TYPE CT ON METALLIC STRUCTURE. 16 OF 21 ANCHOR CONFIGURATION TYPE C2 ON METALLIC STRUCTURE. 17 OF 21 .- ANCHOR CONFIGURATION TYPE C3 ON METALLIC STRUCTURE. 18 OF 21 .- ANCHOR CONFIGURATIONS TYPE DZ D3 AND 04. MULLION TO MULLION CONNECTIONS. 19 OF' 21 .- ROUND MULLIONS. TOP VIEWS FOR ANCHOR CONFIGURATIONS TYPE BR2, BR-3. . CR2 AND CR3. 20 OF 21 .- ROUND MULLIONS. TOP VIEWS FOR ANCHOR CONFIGURATION TYPE BR4 AND CP.4. 21 OF 21 ROUND MULLIONS. SIDE VIEWS FOR ANCHOR CONFIGURATIONS TYPE BR2, BR3, BR4, CR2. CR3 AND CR4. GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REOUIREMENTS OF THE 7.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL FLORIDA BUILDING CODE 5TH EDITION, 2014 AND FBC 6TH EDITION (2017). BE NOT LESS THAN 1/5". ALUMINUM SHALL BE 6053-TG AND STEEL SHALL BE Fy- 36 WI MIN. 2.-MULLIONS SHALL BE USED ALONG WITH SEPARATE APPROVED GLAZING UNITS MEETING THE FLORIDA BUILDING CODE 5TH EDITION a.- TUBE MATERIAL SHALL BE ALUMINUM ALLOY 6063-T6. (2014) REQUIREMENTS. USE GLAZING UNIT APPROVAL TO SPECIFY FASTENER SIZE AND SPACING. 9.- ALL ANCHORS INSTALLED W THE STEEL/ALUMINUM HOST STRUCTURE SHALL HAVE 1" M:NIAIUM TO THE EDGE OF THE STRUCTURAL MEMBERS, 3.- TYPE OF ANCHORS: FOR ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK WITH 18Y. 29Y OR WOODEN STRUCTURES 10.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" USE 1/4" DIAM. ELCO ULTRACON CONCRETE AND MASONRY ANCHOR; G-0.55 OR GREATER DENSITY. FOR ATTACHMENT TO METAL STRUCTURES, OR METAL TO METAL ALL A AORS INSTALLED IN WOOD SHALL HAVE 1" MINIMUM TO THE CONNECTIONS USE 1/4" DMM. HILT] KWIK FLEX SELF DRILLING SCREW. EDGE OF THE STRUCTURAL MEMBERS WITH 1 3/8" MIN. EMBEDMENT. 4.- THE DESIGN PRESSURES SHOWN ON THE CHARTS ARE BASED ON TUBE STRENGTH ONLY. NO CONTRIBUTION OF ATTACHED GLAZING UNITS ARE CONSIDERED. 5.- FOR DETAILS OF ATTACHMENT BETWEEN MULLIONS AND STRUCTURES REFER TO SHEETS 7 THROUGH 21 OF THIS PRODUCT APPROVAL 6.- WOOD BUCKS BY OTHER SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SISTEM LOADS TO THE STRUCTURE AND .SHALL. BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION. 11.- CONCRETE STRENGTH: I'c-3,0DO psi MIN., CMU PER ASTM C90. GROUT FILLED CMU fm= ZODO psi MIN. . . ALL ANCHORS INSTALLED IN CONCRETE SHALL HAVE 2 1/2" MINIMUM EDGE DIST. TO THE STRUCTURAL MEMBERS WITH 1 3/4' MIN. EMBEDMENT. (EXCLUDING STUCCO, FOAM, BRICK AND OTHER WALL FINISHES). 12.- MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/META. SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL BE PROTECTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE PROCEDURE FOR MULLION SELECTION 1. DETERMINE THE WIND LOAD IN PSF ACTING ON THE MULLION PER THE FLORIDA BUILDING CODE. USE ALLOWABLE STRESS DESIGN LOAD FACTOR OF 0.6 FOR WIND LOAD CALCULATED BASED UPON ULTIMATE DESIGN WIND SPEED. 2. USE MULLION DESIGN LOAD (MULLION CAPACITY) TABLES 1 1 AND t 4 ON ON SHEETS 3 AND 6 OF 21 TO DETERMINE THE MULLION SECTION REQUIRED TO MEET THE DESIGN PRESSURE. 3. USE TABLES If 2, if 3 AND / 4 ON SHEETS 4, 5 AND 6 OF 21 TO DETERMINE THE TYPE OF CONNECTION BETWEEN THE MULLION AND THE STRUCTURE TD MEET THE DESIGN LOAD (MULLION CAPACITY). II I111III O(O 4. HIGHLIGHT MULLION AND ANCHORSELECTED OPTIONS a^ p TABLE VALUES OBTAINED IN A SPECIFIC APPUCATIOtt 11611X If.NA�,�FFl1 TD APPLY FOR A PERMIT. � CIGENSF'.1'1 ' AL' No. 51393 PRODUCT REVISED * * * as complying with the Florida Building Cods NOA-No. 17-1226.22 E1cp`I tl n Date 03/2812023 • • • • • �CjG I`�` 1 ,p:j.1VAL By l2 r(Li/� "I 1111IIII Minrli ade ct FRANCISCO HERNANDEZ Y FLORIDA PE $ 51393 ManufGCILfing, IT]C, 1745 W. 33rd Pl-- Hf..f, Flaldo 33012 Ph: (303)354-9432 Fe (305)828-61t8 a z W F r� r a N 0 4v0 E L o: E W I tea. Yam.' � 1p4 DRAWING No. M2011 DATE: 02-11-13 SCALE. NIS SHEET 1 OF 21 ROUND MULLIONS RECTANGULAR MULLIONS ANCHOR CLIPS CROSS SECTIONS CROSS SECTIONS CROSS SECTIONS ........ . . 0,082 0.125 0.1125 4.000 14.000 0.125 125 25 0.750 1.750 0.125 0.125 . .......... 3.ODO 3.000 -- .4 2.000 2.250T _q I 2� . ......... Sunshine Windows 2.000 f 1LI 5. L �� 2.D00 0.125 0.750 Monufocturing, Inc. 1745 W. 3&d PI-8 0.094 0 V, CLIP V2 CLIP 2- X 2- X 1/8- ANGLE CLIP 2- X 5- X 1/8- ANGLE CUP U CLIP 4d.* hWlc 33012 Pir. (305)364--9952 V—.(=5)825-51,8 3mo 1.000 LALTl- AUL-17 S---- 6063-T5 ALLOY: 5063---5 ALLOY: 6063-175 3 1 2" ROUND MULL 4 ROUND MULL LOW _f-I!5 __.ALLCY-. ANCHOR (,'LIPS LOCATION DETAILS ALLOY- 6063-TS ALLOY: 6063--76 I 1* X 2* X Ile I' X 3' X 1/8' I* X 2" X i lEr 1' X 3' X Ilfr A I* X 4" X 1/8' ALLOY: SW-T6 11" X 4" X 1/8" ALLOY. 6063-T61 z II 0.125 5000 0.125 0150 —0,250 DETAIL I V CLIPS DETAIL 2 L. CLIPS DETAIL 3 V CLIPS DETAIL 4 L CUPS 4043 FILLER ALLOY 4.000 HORIZONTAL POSITION 04 SUBSTRATES HORIZONTAL POSITION ON SUBSTRATES VERTICAL POSITION ON SUBSTRATES VERTICAL POSITION ON SUBSTRATES �CONTIN. WELD 4. 000 TOP NEW ROUND MULLION ANCHOR SLEEVE ALLOY: 6063-T5 1.000 I' X 4" X 1/4" 2.000 2- X 4! X 1/8- -- --- -- -- B ALLOY: 6063-T6 2- X 6- X 1/8- .4 1 C ALLOY. 6063-TO 0.250 4043 FILLER ALLOY CDNTIN WELD �1000 DETA41. 5 V CLIPS DETAIL 6 L CLIPS DETAIL 7 V CUPS DETAIL L CLIPS W 0.250 HORIZONTAL POSITION MULLION TO MULLION HORIZONTAL POSITION MULLION TO MULLION VERTICAL POSITION MULLION TO MULUON VERTICAL POSITION MULLION TO MULLION o 0.125 SECTION 1-1 ROUND MULLION ANCHOR SLEEVE 6.000 4 --- — --------- z 0 vj 25 z X C3 mro E c, EN 11c ALLOY: 6053 -T5 ROUND .MULLUON SLEEVES MULLION DIMENSIONS TYPE A a C 2.000 2" X V X 1/4* DETAIL 9 U CLIPS DETAIL 10 U CLIPS a 0 D Aj 11 0 ROUND I N 94-ME 0 PROSUST 86VS 0 .7.itf&the Flood. eftilding I % NOA-N.. 17!1219.22• T-3 5, 1 No 343 -,3 SIATFOF 5 T 0 1 1 DRAWING No. 3 1/2 5.500' 3.250' 0.125- ALLOY: 6063-TS HORIZONTAL POSITION MULLION TO MULLION VERTICAL POSITION MULLION TO MULLION VERTICAL POSITION ON SUBSTRATES Expiration Onto 03/2812023 "ZI (:� " M2011 4-0 6.000* 3-68-r 0.125- SHAPES, ANCHOR CLIPS; • • d. Pro 4�1 t : :1 DATE: 02-11-13 NIS MULLION NOTES: - FOR ROUND MULLION AND ANCHOR 0 SCALE DE IGN LOADS SEE SHEET 5 Of 21. - FOR CONFIGURATIONS OF ROUND ANCHORS AND ANCHOR A• CLIPS LOCATION DETAILS: a •FRANCISCO HERNANDEZ SHEET 2 OF 2t FLORIDA PE # 51393 SEE SHEETS 19. 20 AND 21 OF 21. MULLION DESIGN LOAD - PSF MUWON DESIGN LOAD - PST MULLION DESIGN LOAD - PSF MMENSIONS MLLLON NNWON MLILUON MULLION DIMENSIONS MULLION WILLION MUU7ON MULLION DIMENSX)NS MILLION M; LL0 _yfD01 (, SfiAN 1'X2" X 1/8• 1'X 3' X 1/B' 1•XV X 1/8' i'X4' X 1/4• W1OTH M SPAN X X4' % 1/4' 2'X4' X 1/B' 2'X6• X 1/tP X6' X 1/4• WIDif � SPAN 2"XV X 1/$. 2"XC X 1/4' 21' 1 128.5 140.0 140.0 140.0 2T 64' 140D 115.4 140.0 140.0 27' 120' 172.6 140.0 3Y 93.75 140.0 140.0 14MG 37• 112.8 84.20 140.0 140.0 3?• 69.45 140.0 48' 7225 140.0 140.0 140.0 48' 87.00 64M 1.40.0 140.0 Or 58.90 55.15 I 126.6 101.3 57.80 119.9 1402 140.0 50' 59.55 51.9D 1123 140.0 60' b6' 52" 109.0 140.0 140.0 w 63.25 47-20 102.3 140.0 65• 50.15 9710 7P 46.85 97.25 140.0 140.0 74' 5640 42.10 9125 140.0 74` 44.70 8215 ED• 43M W.00 140.0 140.0 60" 52.15 38.90 84.40 140.0 80' 41.35 76.00 27' 51' 57.45 140.0 140.0 140.0 27' 9D' 125.7 77.30 14OA 140,0 27• 126' 111.2 140.0 3T 41X 113.7 140.0 140D 37' 91.70 56,40 140.0 140.0 3T 81.15 140.0 48' }230 87,65 1404 140.0 48' 70.7D 43.45 122.6 140.0 46' 6255 114.9 60' - 70.10 112.8 140.0 1. 56M 34,75 98.00 140.0 sr50.00 91.90 66• - 63.75 102.5 140.0 66' S1.40 31,60 89.15 140.0 66•_ 45.45 83.50 74' - 56.65 91.45 140.0 74' Ep' 45.85 28.20 79.50 140.0 74' 40.'„5 14.50 8Q• - 52.60 64.60 140.0 42.40 - 73.55 135.1 BV 37.50 6S.90 27' �• - 111.9 140.0 140.0 27' 96� 103.6 64.45 140.0 140.0 27' 132' 101.3 140.0 37' - 81.65 140.0 1404 37' 75,55 1 47.00 139.7 143.0 37' 73.90 135.E y - 62.95 109.0 140.0 48' 5825 3625 107.7 140.0 46• 57.00 104.7 60' - 50.35 8720 140.0 60" 46.60 23:00 86.20 140.0 E0• 45.60 61:75 66' 45,75 7925 140.0 66• 4135 - 7" 140.0 66" 41.50 76,15 74" - 4D.80 70.70 138.3 74 37.75 - 69.90 120.4 74' 3690 6790 B0• - 37.75 65.40 128.0 60" 35.00 - 64.65 118.7 80' 34 M 62•80 27• �• - 873D 140.0 140.0 27' 102' 8635 5430 140.0 140.0 2Y 138' 92.70 140.0 37' - 63,70 119.8 140.0 }7' 63.00 39.60 123.E 1140.0 3Y 67.65 1242 16' - 49.10 92.40 140.0 48' 48.55 3050 95.45 140.0 48• 5215 95.60 10• _ 3930 73.90 140.0 60' 38.85 - 76.35 140.0 80" 41.70 76.60 �• _ 35.70 67.20 131.5 66• 3530 - 69.40 127.5 66" 37-W 69.65 74• - 31.85 59.90 117.3 74' 31.50 - 61.W 1117 74' 33.80 62.10 60' - 29.45 55.40 108.4 80.' 29.10 - 5725 1 105.2 80" 31.25 57.45 27• 75• - 51,75 111.0 140.0 27' 1�" 72.70 46.10 140.0 140.0 21' 144' 85.10 140.0 37' - 37.75 81.00 140.0 37' 53.OD 36.65 110A 140.0 37' 62.10 114.1 48• - 29,10 62.40 122.1 4E' 40.90 - 85.10 140.0 48• 47.85 87.90 60. - - 49.90 97.70 60• 32.70 - WID 125.1 ' Sp' 3830 7D.35 66' _ _ 45.40 88.85 65" 29.75 - 61.90 113.7 66" 34.80 63.50 74' - - 40.50 79.25 74' - - 5520 1014 74' 31.00 57.00 �• _ _ 37.45 7330 E0' - - 51.00 93.60 �' 28.70 52.70 • • • •• •• ••• •• ' • 1 RECTANGULAR I MUWON • • • • • VEiRECTNIGRICAL • • • • ' UUR • MUU.iON CLAD,% GLAZING pRCAU0 PP.000CT MUi110N TRHW.ARY WT01H (W) = Al + W2 2 HOR17OXTAL MULLION t VERRCAL RECTANG. c MULXN GLAZING GU0NG PRCOUCT PROOUCT WI W2 _I TRIBUTARY'ff.M (W) - Al + W2 11 2 NOTES: 1.- !NTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (MULLION CAPACITY). \`11111fi 1117/1 2.- MULLIONS ON THIS CHART` HtRyT''., ORIENTED VERTICALLY AND/OR�,��JZQC�04i1:•�O 3.- SEE MULLION CROSS SEW S C1N51as3 SHEET 2 OF 21. rb'. �= PRODUCT REVISED i�Q S141ti OF 4(J� as complying with the Florida •C A • BoNding Codde i OR10P-•'G,\ No,u-No. 17-1226.22 Ex Iratlon Date 032012023 11111111/1 ay . •de FRANCISCO HERNANDEZ t FLORIDA PE # 51393 m0T91i0CtL11m" L'IG. 1745 W. 3W K- Habofi; FlwW 3W12 Ph. (305)3W-9952 F-..(305)62N-51 IS I id DRAWING No. M2011 DATE: 02-11-13 SCALE: NTS SHEET 3 OF 21 ANCHOR DESIGN LOADS (ANCHOR CAPALTM FOR RECTANGULAR_MULLIONS TABLE # 2 ANCHOR DESIGN LOAD - PSF Cle4SIDNS I ANCHOR TYPE A ANCHOR TYFE 8 ANCHOR TYPE C ANCHOR TYPE D COIF16mml kS CONFGUF"NS C0HIFT.I1T1,1TDN5 COHMMATDNS WITH W, SPAN Al I A2 A3 81 81 63 Ct CZ C3D2 03 iK 27` 72.25 140,0 140.0 1400 140.0 140.0 140.0 140.0 140.0 140.D 14DA 140.0 3r 52.73 10546 140.0 140.0 140.0 140.0 12215 140.0 MC 12215 140.0 14DO 48' 40.55 8129 121,94 118.1 140.0 1404 44.15 140.0 140.0 94.15 140D t40.0 80' 3252 65.03 9755 94.50 14D.0 140.0 7532 140.0 140.0 75.32 112.98 140.0 86' 2956 59.12 88.68 1 95.90 14.0.0 140.0 58.48. 136A5 i40A 6848 102.71 136.95 74' 26:37 52.73 79.10 1 76.60 1 140.0 140.0 61.07 122.15 140.0 51.07 91.61 '22.15 80' 24.39 48.78 73,1E 170.85 1 1400 140.0 1 56.49 112.98 140.0 5&49 84.74 11298 27' 55.26 1 MR 140.0 MO 140.0 14D.0 128.00 140.0 140.0 128-00 140:0- 14.0.0 3T 40.32 80.65 120.97 1172 140.0 140.0 93.41 140.0 140.0 93.41 140.0 140.0 48' 31,08 6LI6 9125 9035 140.0 140.0 72.00 140.0 140.0 72.00 108.00 140.0 1. 81' 24.87 1913 74.60 72.25 140A 140.0 57.60 11520 140.0 57.60 86.40 11520 66' 22.61 451/ • 67.82 55.70 131:4 140.0 52.3E 104.13 U0.0 5238 78.55 104.i3 74' 20.16 40.32 SM48 5&50 1t72 1400 46.70 93.41 140.0 46.70 70.05 93.41 60' 18,65 57.30 55.95 5420 108.4 140.0 43.20 86.40 119.6D 43.20 64.80 86.40 27' 4&59 97.15 140.0 140.0 140.0 140.0 112.55 140.0 140.0 11255 140.0 140.0 3T' J5.46 7091 106.37 1010 140.0 140.0 OZ13 140.0 140.0 82.13 123.20 140.0 1. 27.33 54.66 81.99 79:45 140.0 140.0 63.31 126.62 140.0 63.31 94.97 126.62 60' �• 21.88 4J.73 fi539 6355 127.1 14CA 50,65 101.30 140.0 50.65 75.97 10130 68. 19.88 39.75 59.63 57.75 115.5 140.0 46.04 92.09 138.13 46.64 69.07 92.09 74' /7.73 35.4E 5118 51.50 1010 139A 41.07 8113 123.201 41.07 1 61.60 82.13 8p' 16.40 32.80 49.20 1 4T65 95M 123.7 37.99 7.5.97 113.961 37.99 1 5&98 75.97 27' . 44.73 $9.46 134.20 130.0 140.0 140.0 103.62 140.0 140D 103.62 140.0 140.0 3Y 32.64 65.28 97.93 94-.85 140.0 140.0 75.61 140.0 140.0 75.61 113.42 140.0 48' 25.16 50,32 75.49 73.10 140.0 14D.0 58.29 111157 140.0 5829 87.43 116.57 6D' 20.13 402E 6039 58.50 117.0 1404 46.63 93,26 139.89 46.63 69.94 93.26 66' iB.30 36M 54.90 53.t0 1063 140.0 42.39 84.78 127.17 4239 63.58 84.78 74' 16.32 3284 451E 47.40 94.85 128.1 37.81 75.61 113.42 37.81 56.71 75.61 W 15.10 30.19 4529 43.65 87.75 118A 34.97 69.94 104.91 34.97 52A6 69.04 2P 37.58 75.15 112.731 109.2 140.0 14DO 87Z4 140D 140.0 87.04 130.56 140.0 37' 27,42 54M 82.26 79.70 140.0 140.0 63.52 127M 140.0 83.52 9527 127.03 48' 21.14 42.27 63.41 61.40 122.8 140.0148.96 97.92 14U 4896 73.44 9792 66' 75* 1&91 3182 50.73 49.10 9LV 132.7 39.17 7834 11750 3117 58.75 7834 66' 15.37 30.74 46.11 0.65 89.35 120.6 35b1 7T.21 1D6.82 35.61 53.41 71.21 74` 13.71 27.42 41.13 39.85 79.70 107.6 31.76 6152 95.27 31.7E 47.64 6352 80' 126E 25.3E 3&OS 36.85 73.70 9950 2938 55.75 88.13 MM 44,06 58.75 ANCHOR DETAILS CROSS REFERENCE TABLE (RECTANGULAR IViLILLIONS) CONFlGi1RA ms LOCATED ON Al SHEETS 7 AND 8 OF 21 A2. SHEET 9 OF 21 A3 SHEETS 10 AND 11 OF 21 81 SHEET 12 NF 21 82 SHEET 13 OF 21 B3 SFEFT 13 AND 14 OF 21 CI SHEET 15 OF 21 C2 SHEET 16 OF 21 C3 SHEET 17 OF 21 02 SHEET 18 OF 21 D3 SHEET 18 OF 21 D4 SHEET '8 OF 21 DESCRIPTION OF ANCHORS PER TYPE ""I'DR DESCJPTION OF ATTACHMENT TYPE - A . TP0U04 1' BY WOOD BUCK NTO CONCRETE, WSONRt' OR WOOD SUBSTRATE.. B INN MNCRETE SU850Im C INTO METAL SUBSTRATE 0 N10 METAL 91BSTPATE MU10N TO MUW" FOR ANCHOR UPS SEE DETAILS 1AND 2 ON SHEET 2 OF 21 FOR ANCHOR CLIPS SEE DETAILS 5, 6,7, 8, 9 AND 10 ON SHEET 2 0.r 21 FOR ANCHOR CUPS SEE DETALS 3 AND 4 ON SMELT 2 OF 21 FOR ANCHOR CUPS SEE DETAILS 3 AND 4 ON SHEET 2 OF 21 FOR ANCHOR CUPS SEE DETAILS 3 AND 4 ON C1L SHEET 2 OF 21 FOR ANCHOR CLIPS SEE DETAILS I. AND 2 REC7Nv( Z, GLAZING \11 MULLION RECTANGULAR MULLION GN71,401�j GLAZING PRODUCT �O PRODUCT MUU10N SPAN r TRIBUTARY WIDTH (W) - W1 + IN2 2 HOMONTAL MUWUN 1-- 1�.R1M11 RECTAh'C. MULLION GLAZING GLAZING PRODUCT PRODUCTWi 1t0'1UtOCttdmg, Inc. 1745 W. 37+d Piece_ f6v4m Raid. 33012 Ph: (305)364-9952 f'as:(303)02t1-St 16 TRIBUTARY WIDTH (W) = W1 + tiM2 W ^ I w NOTES: o o 1.- INTERPOLATE FOR INTERMEDIATE VALUES MULLION. av �v OF SPAN AND/OR TRIBUTARY WIDTH TO 0 E G DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). z 1i a 2.- MULLIONS ON THIS CHART MAY BE N N m -U ORIENTED VERTICALLY AND/OR HORIZONTALLY. c� r, \`\YY111TIi1rNT77 HF_ 3.- SEE MULLION CROSS $F;CTJOJ4h ON ``,. G�`'G... 'I 2 OF 21.•••• iSHEET o-:�'4.- "- SEE ANCHOR CLIPS C�iQSS SiCTMNS RN; LAIiA 10% NDETAILS ON SHEET 2 OF•2i. ••• • • • • • • • = 1J : Ir-= PRODUCT REVISED as complying withtheFlorida Building Code !� O STATE OF 2(/ •• DRAWING No. M2011 • • • • • NOA-Na. 17-1226.22 • e • �T 1P,.' \?: eH1c �G` NAE >L • Ex 1 I nDateQ /28120 • • • • II`� • DATE: 02-1t-13 • • . . • • • • 11 II II HIS . 12--1Z-k-+ SCALE: NTS SHEET 4 OF 21 �� • • Miam : r • "n of • • • • FLORIDA HER ANDEZ 51393 FLORIDA PE 51393 ••• • • • • ••• • • ••• • • • • •• •• ANCHOR DESIi,N LOADS (ANCHOR CAPACITY) FOR RECTANGULAR NfL'LLIONS TABLE # 3 ANCHOR DESIGN LOAD - PSF ANCHOR DESIGN LOAD - PSF yME)I5gN9 ANCHOR, TYPE A ANOHDR TYPE 8 ANCHOR TYPE C DYEi9O6 ANCHOR TYPE A MOM rt-E 8. MAIM TYPE C N0111 (ih BAN COWO)RAT1016 CONFCiJRAi10% CONffnJ.4XDO6' MOTH (m vm cowl UR m CONrWRATIONS CD,4f=RATM A2 B2 I B3 I CL F A271 A3 In D3 CZ C3 ZY 67.10 100 149.0 140.0 140.0 1140.0 27' 120, 4697 70.45 136.5 140.0 il1&80 140.0 3Y 4896 73.45 t40.0 140.0 113.42 140.0 1 37' 3417 51.41 199.60 134.5 79.39 119.09 W 37,74 56.61 109.7 140.0 37.43 131.14 48• 26A2 39.63 76.80 103.6 61.20 91.80 f6' 30.14 45.29 87.75 118.4 6994 104.91 60' 21.14 31.70 61.40 8290 4&96 73.44 HIE' 27.45 41.17 79.75 107.7 6358 M38 W 19.21 28.82 55.85 75.40 44.51 6674 74' 24,48 36.72 71.15 96.05 56.71 85.07 7C 17.14 2&71 49,80 67.25 39.70 59.55 74' 2265 3397 65.80 88A5 52.46 78.69 74' 15.85 23.78 46.DO V.20 36.72 55.08 2), 62.63 93.94 140.0 140.0 140D 140.0k74r 126• 44.73 67.10 130.0 140.0 103.62 140.0 3Y 45.70 68.55 132.8 140.0 ID5M 140D 32.64 48.96 94.85 126.1 75 I 113.42 4' 35.23 52.84 102.4 138:2 81.60 12240 25.16 37.74 73.10 98.70 58.29 87.43 h9" 28.18 42.27 81.90 1105 65.Z8 97.92 20.13 3D.t9 5&50 79.DO 4&63 69.94 66' 25.62 ..38.43 74.45 100.5 59.35 89.02 1830 27.45 53.15 71.80 42.39 63.58 74" 22B5 3427 6&40 89.65 52M 79.39 1632 24.48 47.40 64.OD 37.81 56.71 - 74' 21.14 31.70 51.44 02.90 48.96 73.44i 15.10 22.55 43.85 59.20 34.91 52.46 TY w 58.71 8&07 140.0 140.0 136.0D 1404 27' i 132' 4270 64.05 124.1 40.0 98.91 140.0 3Y 42.84 64.26 124.5 140.0 9924 140.0 3Y 31.16 46.74 90.55 1 122.2 72.18 108.27 48• 33.03 49.54 96.00 129.6 76.50 11C1-5 18' 24.02 36.03 69.85 94.25 55.64 83.45 60' 26.42 39,63 76.80 103.6 61.20 91.80 60- 19.21 28.82 55.85 75.40 44.51 66.76 68' 24.02 36.03 6990 94M 55.64 63.45 66 17.47 2620 50.75 69.55 40.46 60.69 21,42 3713 62.25 84.05 49.62 74.43 74' 15ZB 23.37 45.25 51.10 36.09 54.13 14' 19.82 29.72 57,60 77.75 45.90 OAS 74' 14.41 21.62 41.85 56.55 33_18 50.07 27' 102' 552s 3189 140.0 MO 128.DO 140.0 27'- I36' 4Q84 61.26 118.7 1 140.0 94.61 140.0 jr 40.32 60.48 117.2 140.0 93.41 140.0 37' 29.80 44.71 86.60 116.9 69.04 10156 4B• 31.08- 46.62 90,35 121.9 72.00 10&DO 48' 2297 34.46 6&75 90.10 53.22 79.83 1!0' 24J37 3730 7125 9755 57.60 86.40 W 18.38 27.57 5140 7210 4257 63b8 6e 22.61 3391 65.70 8&70 57-36 78.55 66' 16.71 2&06 4&55 66.55 74' 20.16 30.24 58.60 79.10 46.70 70.05 74• 14,90 22-15 43M 58.45 74' 18.55 2197 54.20 7,115 43.20 64.80 7C t3.78 20.68 /0.00 54D0 A66.1699.24 2T 1� 52.19 7618 140.0 140.0 120.39 140.0 27' tH' A14 58.71 tt3.7 140.0 3T 38.08 57.12 110.7 140.0 88.22 132.32 3Y 2856 47-84 8100 112.0 49' 29.35 44.03 85.30 115.2 6&DO 102.00 48' 2202 33.03 64.00 86AD w 23.48 3513 68.25 92.15 54.40 81.60 60' 17.61 26.42 51.20 69.10 40.80 61-20 66' 2135 32M 62.05 83.75 49.45 74.18 1. 16,01 24.02 46,55 67.80 37.09 55.64 74' 19.04 28.56 55.35 74.70 44.11 66.16 74' 14.28 21.42 4150 56.00 33.08 49.62 14' 17.61 26.42 5120 69.10 40AD 61.20 74' 13.21 19.82 38.40 51.80 30.60 45.90 . .. .. . . . .. .. ... . . . . ... . • • ••• • ANCHOr WTATL'S . � i i' • • • - CROSS REFI&NCE:rABLE,'•' i . • • • (RECT.ANGULAiiMUCtJONS) • • •Tyq,ANCHOR CwS EE MAILS CONIIGURATXM LOCATED ON Al %IEET! 76AND 6" A A2 SHEEN 9 01 21 • • • A3. SHMI%10 AND 11 OF•21 • 91 SHEET 12-OF21 82 SlfET 13 OF 21 83 SHEC 13 AND 14 OF 21 C1 SHEET 15 OF 21 C2 VM 16 OF 21 SFF_ET 17 Or' 21 C2 SKDJ 18 OF 21 p3 SHEET 18 OF 21 p4 SKU 18 OF 21 DESCRIPTION OF ANCHORS PER 11 PE 1 AND 2 .ON SHEET 2 OF 21 • OR R �LF ' 'C 6. , 8.,. 4N0 U • • ION Si!E_R�2 (I6 219 i ANCHOR TYPE CESCIPTNON OF ATTACHMENT 4 TROUGH I. BY WOOD NICK MID CONCREIL MA,z OR 140W SU85TRATE 8 INTO CONCRETE SU'aSTBAT<- C INTO METAL SIMUTE p *1710 MCAL SUIMMA7E (MULLJON TO MULLION) FOR ANCHDR CUPS SEE OETAILS 3 AND 4 ON SHEET 2 OF 21 FOR ANCHOR CUPS SEE DETAILS 3-AND 4 FOR ANCHOR CEPS SEE DETAILS 3 AND 4 FOR ANCHOR CLIPS SEE DETALS 1 AND 2 ON ON SHEET 2 OF 21 HORIZONTAL RECTANGULAR PRODUCT 31 1.4.,"in(AL RW.ANG" MUWGN 3 M GW14G PRODUCT UCT PRUDIXT �J 3CuLLION SPAN r TRIBUTARY WIDTH (W') = W1 + M'2 2 HORIZONTAL MULLION I Ir _IGAL I RECTANG. MULLION GLAZING GLAZING PRODUCT PRODUCT � L \DIES: TRIBUTARY WIDTH (W) _ WI +_1Y1 1.- INTERPOLATE FOR INTERMEDIATE VALUES YUM Mal OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). 2.- MULLIONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. �`'SGOIiIER/,�/�/ 3.- SEE MULLION CROSS SECTIONS ON .` r �. tictNse ' • O SHEET 2 OF 21. '• No. 51393 4.- SEE ANCHOR CLiPS CROSS SECTIONS AND LOCATIONS =*. i DETAILS ON SHEET 2 OF 21. PRODUCT REVISED the Florida ��Q'. ST AIErJF :411 SI . 40 as complyin9 with BnNdin9 cod. . G l // NOA-No. 17-1226.22 Al Expiration Date 03l Bi2023 YY. 7 J I I I Y 11 Y i9y l2-IZ-I M1. ade rod-eo FRANCISCO HERNANDEZ / FLORIDA PE # 51393 Manufoctuiing, Inc. 1745 W. 33rd. No" trial ah, nadda 3W12 (305)354=9452 F..(305)826-5116 MW EN DRAWING No. M2011 DATES-ii-13 SCALE: NTS SHEET 5 OF 21 MULLION AND ANCHOR DESIGN LOADS (MULLION AND ANCHOR CAPACITIES) FORROUND MULLIONS TABLE # 4 MULLION DESIGN LOAD - PSF ANCHOR DESIGN LOAD - PSF DMENSIONS WULUON MULLION ANCHOR TYPE B ANCHOR TYPE C WIDTH (W) SPAN 31/2't7J X O.Ow eo X O.1Z5• CDNFIGURATMS COKFIGURAibNS EIR7 8R3 BR4 CR2 CPS ON 140.0 140.a 140.0 140.0 i40.0 140.00 140.D0 140.00 116.9 140A 140.0 140.0 140.0 1ZZ15. 140M 140.0090.10 F4r Imo 118A 140.0 113.2 94.15- 140A0 140. 72.10 140.0� 94.50 127.E 9055 75.32 112S6 140.00 6555 129.0 85.90 116.0 82.35 68.48 102.71 136.95 74' 55.45 11&0 76.60 1a14 73.45 61.07 91.61, 122.15 g0' 54.00 10&4 7085 95.70 67.90 SBA9 84.14 112.98 27' 93.70- 1,4MO 140A 140.0 140.0 128.00 140.00. 140M 37• 68.35 1345 117.2 140.0 112.3 93.41 140.00 140.00 48' 52.70 103.7 90.35 121.9 86M 72.00 108.00 140:A7 b0•- 51' 42.15 82,90 72.25 97.55 69.25 57.60 86.40 115.20. 66' 38.30 75.40 65.70 88.70 6295 52.36 78M 104.73 74• 67.25 5&60 79.10. 15&15 4&70 70.05 93.41 so. - 62M 54.20 73.15 51.91 43.20 64.&7 86,40 V. 72.40 140.0 140.0 140.0 t 1353 11255 140.00 140,00 37' 52.85 104.0 193.0 139.1 9&75 8113 12320 140.09- 48• 40.75 WAS 79.45 107.2- 76.10 63.31 94.97 126.62 80' J260 6415 6355 85,80 60.90 50-65 75.97 T01M 66' - 58.30 57.75 M.00 55.35 46.04 69.07 9109 74• - 52.00 51.50 59.55 49.35 41.07 61.60 82.13 fl0• - 48.10 47:65 6435 45.65 37A 56.98 75.97 27' 6125 1208 130.0 140.0 124.6 103.62 140.00 140.00 37• 44.70 88.15 9485 12.1 90.90 75.61 113.42 110.00 M• - 34.45 67.90 73.10 9&70 70.10 5829 87.43 116.57 60• 63' - 54.35 58.50 78.95 5&05 46.63 69.94 97.26 68• - 49,40 53,15 71.60 50.95 4239 U58 64.78 74• - 44.00 47.40 64.OD 45.45 3781 56.71 75.61 80• - 40.75 43.85 59.25 42.05 3497 52.46 69.94 27• 36.31 $1.65 109.2 140.0 104.6 87.04 130,56 140.00 37' - 59.55 79.70 107.6 76.35 63.52 95.27 127.03 48• - 45.90 61.40 82.90 58.85 48.96 73.44 9792 �. 75' - 3&70 49.15 66.35 47.10 39.17 58.75 78.34 86' - 33.40 44.65 60.30 42SO 35.61 53.41 71.21 74• - - 39.85 53.60 30.15 31.76 47.64 6352 �• _ - 3&85 49.75 35.30 2936 44.06 5&75 ANCHOR DET_4ILS CROSS REFERENCE TABLE (ROUND MULLIONS) CONFIGURATIONS VIEW LOCATED ON LOCATED SECTION LOCATED ON gu SHEEP 19 OF 21 SHEET 21 OF 21 g, SLEET 19 OF 21 SH'ET 21 OF 21 SR4 S EWU 20 OF 21 SHEET 21 OF 21 m SHEET 19 OF 21 SHEET 21 OF 21 yyu SHEET 19 OF 21 S1EET 2t OF 21 CR4 sHEV 70 OF 21 SHEET 21 OF 21 DESCRIPTION OF ANCHORS PER TI TE (ROUND MULLIONS) ANCHOR TYPE DESCIPTTON OF ATTACHKNT 8 INTO CONCRETE SUBMTE O IM WETAL W11SIM FOR ANCHOR CUPS SEE DETAIL 11 ON SHEET 2 OF 21 �ROUNDA za MULLION va GLAZING GLAZING FOR ANCHOR CUPS PRODUCT I PROO'.JCr SEE DETAIL. 11 ON SHEET 2 of 21 H 1 W'- Y 1t2--� TRIEIUTA41 WIDTH (W) - *1 +1M2 VERTICAL MUWON NOTES: 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE DESIGN LOAD (MULLION AND ANCHOR CAPACITIES). 2.- SEE DETAILS OF ROUND MULLIONS ON SHEETS 19, 20 AND 21 OF 21. 3.- ROUND MULLIONS SHALL BE ORIENTED VERTICALLY ONLY. 4.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. 5.- SEE ANCHOR SLEEVE DETAILS, SECTIONS AND LOCATIONS ON SHEET 2 OF 21. •• ••• • • • • • •• ee • •• • • • • ••• • • • OP4DA IRLVISED • as comp) ng wt4h Me Aowda Bu11d1ng ode NOA-No. 17-1226.22 • • • • • E.pl-tlon Date 0328/2023 • • • • '� • •Pro u ont a• • ••• • • • • ••• • • \SG0IHERN' i 411 ` 4�. Nrz 51393 .fit 0 STATE OF l'7-- IZ FRANCISCO HE RNANDEZ FLORIDA PE If 51393 Manufacturing, Inc. 1745- w. 33rd ft. Md Wh, F1oHEa 33012 Ph: (305)364-9BM2 F-(305)626-5115 yr w U L 3z u� v9 of Z� rP.i 0 0€ o VI (p�7 11: 4 n 1 I T N I N 0 0 - DRAWING No. M2011 DATE: 02-11-13 SOALE: NTS SHEET 6 OF 21 • .:a .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . ANCHOR CONFIGURATION TYPE Al • • • • "' 0 • FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER LEG ._ (1) ULTRACON ZNVOR?' • • • • • • ' ' _ _ - WITH V1 MULLION CLIP SUBSTRATE: 1" BY WOOD BUCK FASTENED TO GROUT FiIW-ED BLOCK •• • • _ _- -_ _ B 2" OR 3" CL ALUM, VI MULLION CUP -� ALUMINUM V1 MULLION CLIP 1 5/8' INT. LENGTH FOR SunshinendONS t• •. • • • • • • i"•X•?� X 1/8" MULLION. i2 5/� INT LENGTH FOR munufGcturim, Mc.. 1745 W. sire Ptn¢e ALUM. VI `I --- _ ( _ • • i i i w • _t��.- • �1"� 3' X 1/8" MULLION. Mld-N n,e3o 63012 %,: (�164-aa52' MULLION CUP T ( 1" BY WOOD BUCKS BY OTHERS • ! • • • • I} II •1 • • • F,x(aos/e�r-s1+e I SHALL BE PROPERLY ANCHORED • • • ' -_-_ -q ! `! I TO TRANSFER LOADS TO THE STRUCTURE AND E - --_ A I _ ALUM. TUBE MULLION SHALL BE APPROVED BY BUILDING OFFICIAL - ( 1" BY WOOD BUCKS BY OTHERS !! II PRIOR TO MULLION INSTALLATION d 4 rSHALL BE PROPERLY ANCHORED II 11 10 TRANSFER LOADS TO THE STRUCTURE AND i ALUM. TUBE MULLION 1' X 2- X 1/8' II 11 _MAX. --' SHALL BE APPROVED BY BUILDING OFFICLAL PRIOR TO MULLION INSTALLATION 1"X3"X1/8' _ _ ° e. ° II a't TOP VIEW !) — _ 1/4' ELCO ULTRACON ANCHOR V 7 ___ 1/.4 ELCO ULTRACON ANCHOR THROUGH 1' BY WOOD BUCK 1 3/4' MIN. EMBEDMENT INTO ED. I THROUGH 1' BY WOOD BUCK. 1 3/4' MIN. EMBEDMENT INTO w CONCRETE/MASONRY 2 1/2' MIN. -- --MIN. CONCRETE/MASONRY (1) PER LEG (1) PER LEG F=- NOTE. ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR MUWONS 1- X 2- X 1/8' AND 1" X 3" X 1/8". SIDE VIEW A SIDE VIEW B FOR ANCHOR DESIGN LOADS SEE TABLE If 2 ON SHEET 4 OF 21. ANCHOR CONFIGURATION TYPE Al 2" OR 3" - 2" X 4' X 1/8" ALUM. ANGLE - FOR 1" X 2' OR 1` X 3" MULLIONS NUMBER OF ANCHORS PER ANGLE _ (1) ULTRACON ANCHORS 5/I 8' 5/8" 1 5/8" INT. LENGTH FOR 1• X 2• X 1/8• MULLION. WITH 2" X 2" X 1/8- ANGLES SUBSTRATE: 1" BY WOOD BUCK FASTENED TO GROUT FILLED BLOCK #- 2 5/8" INT LENGTH FOR X 3' X 1/8" MULLION. #14 HILTI KWIK FLEX B 1•. - 2' X 2' X 1/8" #14 HIL11 KWIK FLEX In I SELF DFULU14G SCREW--_._ (2) ANGLE - ALUM. ANGLE SELF DRILLING SCREW 1f-I- 31 CL fi N 1' 3Y WOOD BUCKS BY OTHERS a '^ 1` BY WOOD BUCKS BY OTHERS (7) EA. ANGLE — ® Tr SHALL BE PROPERLY ANCHORED N `* II I� SHALL BE PROPERLY ANCHORED < oo 2" X 2" X 1/8` -- I TO TRANSFER LOADS TO THE STRUCTURE N N TO TRANSFER LOADS TO THE STRUCTURE AND ALUM. ANGLE ALUM.. TUBE. MULLION —�L AND SHALL BE APPROVED BY BUILDING 1/2" MAX. il OFFICIAL PRIOR TO MULLION INSTALLATION -�_� SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION i z 8E $z mE a14 HILTI KW!K FLEX - �jl _ A SELF DRILLING SCREW S - (2) EA ANGLE j! I� > > s h !15 i] h s Itj n 111ttttuury// z m zx zW o e --- 1/4- ELCO ULTRAC,ON� R1N'/ ALUM TUBE MUWON 1' X 2' X 1 $" / II I' E.D. THROUGH 1" B •. (�OK[NsF 4ti2 1 3/4' MIN. INTO �1 t 1' X 3" X 1/8` - II II h 1/2' MIN. . CONCRETE/MASON No. 51143 $ N. h p sllh e o II 2 1 PER ANG!> * * :'t = N U V 1/4' ELCO ULTRACON ANCHOR : O - a THROUGH 1" BY WOOD BUCK SIDE VIEW B F o z N DRAWING No. M 2 1 3/4' MIN. EMBEDMENT INTO " �� TOP VIEW . S1a1EOr- 3' , ;c CONCRETE/MASONRY PRODUCnTgREVISED LOPVP,.•'G��` ' MIN. (i) PER ANGLE n ;,m lyl g with the Florida L ��J HOA-Ne.Code 17-1226.22 / tit 111� SIDE VIEW A Expirat n Date 03/282023 (Z_ Z - DATE: 02--11-13 NOTE ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR SCALE: NTS SHEET OF z1 MULLIONS 1` X 2- FOR ANCHOR DESIGN X 1/8" AND 1- X 3- X 1/8". mo adopr uc LOADS SEE TABLE 1 2 ON SHEET 4 OF 21. o r FRANCISC0 HERNANDEZ FLORIDA PEN 51393 IV B I—CL ALUM. V1 MULLION CUP ; ,A ALUM. TUBE MULU -- I'x2'x 1/8" 1' x 3" x 1/8' TOP VIEW ANCHOR CONFIGURATION TYPE Al FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER LEG = (1) ULTRACON ANCHORS IN. WOOD WITH V1 MULLION CLIP SUBSTRATE: 2.' BY WOOD BUCK OR WOODEN STRUCTURE i I i^I ALUM. TUBE MULLION `NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR li MULLIONS 1" X 2' X 1/8' AND 1" X 3" X 1/B". FOR ANCHOR DESIGN LOADS SEE TABLE 11 2 ON SHEET 4 OF 21. 114 HILTI KVX FLEX SELF DRILLING SCREV (2) EA. ANGLE 2"X27X 1/8'— ALUM. ANGLE �A ALUM. TUBE MUI I' x 2' x 1/8' 1' x 3' x 1/8" V1 MUWON CUP 2' OR T. 2' BY WOOD BUCK OR WOODEN STRUCTURE I jj BY OTHERS. I ! SHALL BE PROPERLY ANCHORED--_---� TO WITHSTAND LOADS NPOSED BY GLAZING - - - - PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION ii 11 II— r --1/4" ELCO ULTRACON ANCHOR /- LI � U I 1 3/8" MIN. EMBEDMENT INTO WOOD (1) PER LEG 3' 1" MIN. MIN. SIDE VIEW A SIDE. VIEW B ANCHOR CONFIGURATION TYPE Al � 2" OR 3' FOR 1" X 2' OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER ANGLE = (1) ULTRACON ANCHORS IN WOOD /8• WITH 2" X 2" 1/8" ANGLES SUBSTRATE: 2' BY WOOD BUCK OR WOODEN STRUCTURE - � I ALUM. TUBE MULLION #14 HILT) KWIK FLEX SELF DRILLING SCREW (2) EA ANGLE i II n TOP VIEW NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VAUD FOR MULLIONS 1' X 2' X 1/8' AND i" X 3" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLE 12 ON SHEET 4 OF 21. ALUMINUM VI MUWON CUP 1 5/8' 1NT. LENGTH FOR 1" X 2" X 1/8" MUWON. 2 5/8' INT. LENGTH FOR 1' X 3' x 1/8" MULLION. BY WOOD BUCK OR WOODEN STRUCTURE BY OTHERS. SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1/4' ELCO ULTRACON ANCHOR 1 3/8' MIN. EMBEDMENT INTO WOOD (1) PER LEG 2" X 4' X 1/8' ALUM. ANGLE 1 5/8' INT. LENGTH FOR 1' X 2" X 1/8' MUWON. 2 5/8" INT. LENGTH FOR i" X 3' X 1/8' MUWON. 2" X 2' X 1/8" 114 HILTI KWIK FLEX I f If �---- ll r 2' BY WOOD BUCK OR WOODEN STRUCTURE 1" ALUM. ANGLE I SELF DRILLING SCREW —9 ( — 0+� h BY OTHERS. SHALL BE PROPERLY ANCHORED 2' BY WOOD BUCK OR WOODEN (2) E4 ANGLE I4 p STRUCTURE BY OTHERS. 1/2_MAX. �I ( IF i SHALL BE PROPERLY ANCHORED -- I TO WITHSTAND LOADS IMPOSED 8Y GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR 0 MJLLK)N INSTALLATION MIN. SIDE VIEW A TO WITHSTAND LOADS IMPOSED BY M GLAZING; PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING 1/4' ELCO ULTRACON ANCHOR OFFICIAL PRIOR TO MULLION U 1 3/8' MIN. EMBEDMENT INTO WOOD ( INSTALLATION I (1) PER ANGLE \1lttiiiiir h ; • •• • E. III• • `�x �gGQ. HER i. • • • 1/4" ELCO ULTRACON ANCHOR • • • • • • • • • • ' 1 3/8' MIN. EMBEDMENT INTO WOOD • • • • • S%E.*VI@W 6 • • • _ * ; No. *393 (1) PER ANGLE - PRODUCT REVISED = 0 as complying with the Florida % �1 '•, Building code O STATF Or <[/; • • • • • • N0'" • • •17-1226y22 • F oRto�.-'G�� • • E • ation [T to D 812OP3 • • OVAL i i �• • Bj ` � i �y�llittl • • Mh. / ad ro uc • FRANCISCO HERNANDEZ i� • FLORIDA PE # 51393 • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • •• •• mmufm"u(Ing, Mc 1745 W. 331d. FI.. Wald- , Flwid. &W'-2 Ph: (305364-S952 F—(305)8221-511 a n i N DRAWING No. M201 1 DATE: 02-11-13 SCALE: NTS SHEET 8 OF 21 ANCHOR CONFIGURATION TYPE A2 NUMBER OF ANCHORS PER ANGLE 24-� FOR I' X 4" OR 2" X 4" MULLIONS WITH 2- X 5- X 1/8- ALUM. ANGLES SUBSTRATE: 1- 13Y WOOD BUCK FASTEN*D 40 GROUTOF14V BLC�K --2' XV 1/8- ALUk ANGLE .a Sunshine ffndDws I* OR.2" SUY DRILLING SCREW SELF DPIUJNG SCREW—i 3 318- [NIT. LENGTH FOR ALUM. TUBE MULLION (2) EA- ANGLE (2) EA. ANGLE 4- X l- X 1/4- MULLION manufacturing, Inc. AI 3-57q; INT. LENGTH FOR Ph: (105)364-9952 it It TO.TRANSFER LOADS TO tHE STRUCTURE 5HALL HL APPROVED BY BUILDING OFFICIAL TION PIS SHALL BE PROPERLY ANCHORED THROUGH I* BY WOOD BUCK Ile ELCO ULTRACON ANCHOR " z TO TRANSFER LOADS TO THE STRUCTURE AND 1 3/4' MIN. EMBEDMENT INTO THROUGH 1 BY WOOD BUCK L4 SHALL BE APPROVED BY 13UILDING OFFICIAL CONCRETE/MASONRY 1 3/4- MIN. EMBEDMENTANTO CONCRETE/MASONRY PRIOR TO MULLION INSTALLATION (2) PER ANGLE SIDE VIEW A SIDE VIEW 8 TOP VIEW go NOTE, ANCHOR CONFIGURATION TYPE A2 AS SHOWN IS VALID FOR FOR ANCHOR DESIGN LOADS SEE TA13LES 2 AND 1 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TWE A2 FOR 1" X 4" OR 2" X 4-" MULLIONS NUMBER OF ANCHORS PER ANGLE (2) ULTRACON ANCHORS IN WOOD B WITH 2- X 5- X 1/8- ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE ALUM. ANGLE 114 HILT[ KINIK FUD( 5/8-1 3 5/8' INT. LENGTH FOR 114 HILTI KWIK FLEX SELF DRILLING SCREW I" OR 2' 4' X I' X 1/8' MULLION FOR ALUM. TUBE MULLION I— SELF DRILL! NG SCREW (2) EA. ANGLE 3 3/8* INT. LENGTH 4* X 1' X 1 4' MULLION 2* BY WOOD BUCK OR WDODEN STRUCTURE Lt 13Y OTHERS, BE PROPERLY ANCHORED E.D. L2' MUST PRODUCTS TO THE SHALL BE v L BY WOOD BUCK OR WOODEN STRUCTURE 1 318- MIN. EMBEDMENT WOOD IA' ANC BY OTHERS. INTO 3/8' MIN. E YENT SHALL BE PROPERLY ANCHORED (2) PER ANGLE TO WITHSTAND LOADS IMPOSED BY SIDE VIEW 8 �9! DRAWING No. V.201 1 1/2' 1/2' PRODUCTS TO THE STRUCTURE AND -;3 SHALL BE APPROVED BY BUILDING OFFICIAL PRODUCT REVISED 0 STA1170F PRIOR TO MULDON INSTALLATION the Florida TOP VIEW as complying with NOTE' ANCHOR CONFIGURATION TYPE A2 AS SHOWN SIDE VIEW A IS VAUD FOR FxI D t. 0312812023 SCALE: NIS TH --�HEEr 9 OF 21 FOR ANCHOR DESIGN �6i ju FLORIDA PE # 51393 miam=ae Product Corj;j _ ANCHOR CONFIGURATION TYPE A3 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE = (3) ULTRACON ANCHORS 2' X 5' X 1/8" ALUM. ANGLE WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK FASTENED TO GROUT FILLED BLOCK f 3 5/8' INT. LENGTH FOR 4" 4- X 1" X 1/8' MULLION 2' X 5' X 1/8" 14 HILP, KWIK FLEX $;8" 5/8i 4.3X81 IX 1/4 GTH FOR MULLK)N ALUM. ANGLE #14 HILTI KWIK FLEX CL 1" OR 2' SELF DRIII.ING SCREW SELF DRILLING SCREW 3 5/B- INT. LENGTH FOR ALUM. TUBE MUWON (3) EA. ANGLE (3) EA ANGLE I 1�'- 1' ALUM. TUBE MULLION i 1 4' k 2' Y. 1/8" MULLION 1" x 4• x 1/4` -- 1' x 4' x 1/8" I 2" x 5" x 1/8" -'--� F d- z 1 __.� r 4J (9 1` BY WOOD BUCKS BY TOH_RS. 2' z 4' x i 8' I }" x j4' I= ALUM. ANGLE i / I ry -I SHALL BE PROPERLY ANCHORED ' A MAY 4 -- '[' x a' x T/8' �! h 1/— - TO TRANSFER LOADS TO THE STRUCTURE AND o - i iI SHALL BE APPROVED BY BUILDING OFFICIAL L n i it e •i > IrPrZiOR TO MULLION IN I '( E.D. I---1/4- ELCO ULTRACON ANCHOR -1/4" ELCO ULTRACON ANCHOR =1" BY WOOD BUCKS BY OTHERS. 2 1/2" MIN. �--CL' SHAL BE PROPERLY ANCHORED THROUGH 1 BY WOOD BUCK THROUGH 1" BY WOOD BUCK TO TRANSFER LOADS TO THE STRUCTURE AND 1 3/4' MiN. EMBEDMENT INTO 1 3/4- MIN. EMBEDMENT INTO SHALL BE APPROVED BY BUILDING OFFICIAL CONCRETE/MASONRY CONCRETE/MASONRY PRIOR TO MULUDN INSTALLATION (3) PER ANGLE (3) PER ANGLE 1/2' 1/2- SIDE VIEW A SIDE VIEW B TOP VIEW NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VALID FOR MULLIONS 1- X 4" X 1/8-, 1" X 4' X 1/4- AND 2' X C X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLES 11 2 AND / 3 ON SHEETS 4 AND ,5 OF 21. 2" X 5' X 1/8' �__ ALUM. ANGLE i (-CLi ALUM. TUBE MULLION 1' x 4" x 1/8" 1"x4'x 1/4' — 2' x 4" x 1/8` �A of I I nl I E--CL 1/2" 1/2" TOP VIEW ANCHOR CONFIGURATION TYPE A3 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE = (3) ULTRACON ANCHORS IN WOOD WITH 2- X 5" X 1/8" ALUM. ANGLES SUBSTRATE:. 2" BY WOOD BUCK OR WOODEN STRUCTURE 1' OR 2" J14 HILTI KW1K FLEX �2' X 5" X 1/8' ALUM. ANGLE f._ SELF DRILLING SCREW 3 5/8' INT. LENGTH FOR ALUM. TUBE MULLION (3) EA ANGLE a 1 f ', ` ` S/8 5/8 4" X 1" X 1/8- MULLION 3 3/8" INT. LENGTH FOR i` x 4' x 1/1' qflli -- 2' X 5" X 1/8" J14 HILTI KWIK FLEX 4' X 1' X 1/4' MULLION 1" x 4' x 1/4' I ALUM. ANGLE I SELF ORfl1ING SCP.EW ! 3 5/8` NT. LENGTH FOR 2' x 4' x 1/8" (3) EA. ANGLE CL i 4" X 2" X 1/8' MUWON -2" BY WOOD BUCK OR WOODEN STRUCTURE BY OTHERS. SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION SIDE VIEW A NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VALID FOR MULLIONS 1- X 4" X 1/8% 1- X 4- X 1/4' AND 2" X 4- X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND 1 3 ON SHEETS 4 AND 5 OF 21. -2' BY WOOD BUCK OR WOODEN STRUCTURE 1/2" MAX.BY OTHERS. SHAH BE PROPERLY ANCHORED 1/3 " MI ULTRACON ANCHOR 1 3/8" MIN. EMBEDMENT TO WITHSTAND LOADS IMPOSWp ��'rr,,GLAZING u i PRODUCTS TO 1HE STRULaIUR€1q fit/ SHALL BE APPROVED 00�Y YY��IQQQQQQ111111 INTO W000 (3) PER ANGLE • • • EA a • • • 0 PRI#%TO MULLION *S*,V,i( • • • 1 �N• • : : : : h/4' ELCO ULTRAiO�ANCHOR • • • • • • • • • • 1'/8" MIN. EMB MENT 100 W13M _ • • • • • SIDE• VIEW •B • • W3 PER ANGLE=� - •V - PRODUCT REVISED as complying TA with the Florida ��'• STE OF !V� Building Bode T ••. • • • • • no: r+r. • •17=1226�2 • • • • • Es •tion 0,3e 03! 1202E • • 1VAL- �t��` mo • • • • • • 17-1,l/ (t�2Llt • • Mla a e r t • • • FRANCISCO HERNANDEZ FLORIDA PE $ 51393 ••• • • • • ••• • • • • • ••• • • • •• 0 0 0 • • • • •• • ••• • • • •• Manufactu6ng, Inc. 2749 N gr1m P Ph! (1,52 . F—(305)E28-51IS DRAWING No_ M201 1 DATE: 02-11-13 SCALE: H15 SHEET 10 OF 21 ANCHOR CONFIGURATION TYPE A.3 Jtf)P� X 1/8- ALUM. ANGLE ALUM. ANGLES SUBSTRATE: 1" 13Y WOOD BUCK FAS1rVI!0D T(: GRCUT:%tED DLOCK 2"OX dr X 1/8- MULLION WITH 2" X 5* X 1/8- ALUM. ANGLE 5 1/45' INT. LENGTH FOR 2' X 6' X 1/4* MULUON #14 HILT] KWIK FLEX 14 HILT] KWIK FLEX 5/8' 5/8 5/1' ALUMINUM TUBE MULLION— 2' DRILLING SCREW SELF DRILLING SCREW SELF 1* BY WOOD BUCKS BY TOHERS. BE PROPERLY SEALED AND AN Sunshine Windows ALUM. TUBE MULLION 2" X 1/8 2- X 5- X 1/8- Tq IRANSFER LOADS TO THE STRUCTURE SHALL BE APPROVED BY BUILDING OFFICIAL A 1=1/4- ELCO ULTMON ANCHOR i THROUGH 1" BY WOOD BUCK 1 3/4- MIN. EMBEDMENT INTO 1* BY WOOD BUCKS BY OTHERS- 2 1/2' MIN, SHALL BE PROPERLY ANCHORED THROUGH I' BY WOOD BUCK (3) PER ANGLE 10 TRANSFER LOADS TO THE STRUCTURE AND SIkL BE APPROVED 13Y BUILDING OFFICIAL CONCRETE/MASONRY PRIOR TO MULLION INSTALLATION (3) PER ANGLE SIDE VIEW A SIDE MEW 9 TOP VIEW NOTE. ANCHOR CONFIG RATION TYPE A3 AS SHOWN IS VALID FOR .69 FOR ANCHOR DESIGN LOADS SEE TABLES If 2 AND 13 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE A3 FOR 2" X 6' MULUONS NUMBER OF ANCHORS PER ANGLE = (3) ULTRACON ANCHORS IN WOOD B WITH 2' X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 2' BY WOOD BUCK OR WOODEN STRUCTURE 2' X 5- X 1/8' ALUM. ANGLE SELF DRILLING SCREW SBY DRILLING SCREW-7i 5 3/8' INT LENGTH FOR ALUMIWM TUBE WLUON — ALUM. TUBE MULLION 5/ 5/8 2' BY WOOD BUCK OR WOODEN STRUCTURE ALUM. ANGLE 0. TO WITHSTAND LOADS IMPOSED BY GLAZING fj = A PRODUCTS TO THE STRUCTURE AND � 1/2* MAX. SHALL BE APPROVED BY BUILDING OFFICIAL L2* BY WOOD BUCK OR WOODEN STRUCTURE I (3) PER ANGLE BY OTHERS. I" MIN, SHALL BE PROPERLY ANCHORED No. 51393 C TO WITHSTAND LOADS IMPOSED 13Y GLAZING PRODUCTS TO THE STRUCTURE AND SIDE VIEW 8 SHALL BE APPROVED BY BUILDING OFFICIAL PRODUCT REVISED PRIOR TO MULLION INSTALLATION 0, STAMOr as complying with the Flodda DRAWING No. Building Code Al M2011 - NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VALID FOR FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND 13 ON SHEETS 4 AND 5 OF 21. SHEET 11 OF 211 1" ALUM: TUBE MULLION 114 HILTI KWIK FLEX — ALUM. ANGLE/0- SELF DRILLING SCREW II (2) FA ANGLE II [� a u a n (7.. 1/4" ELCO ULTRACON ANCHOR 1 3/4' MIN. EMBEDMENT INTO 3' CONCRETE MIN. (1) PER ANGLE SIDE VIEW A I � �CL 1 N ALUM. V1 pr=-- q;-� MULLION CUP �A ALUM. TUBE MU[ i"x2'x 1/8 1" x 3" x 1/8' � VARIES TOP VIEW ANCHOR CONFIGURATION TYPE BI FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER LEG = (1) ULTRACON ANCHORS IN CONCRETE WITH V1 MULLION CUP SUBSTRATE: 3.000 PSI CONCRETE 2" OR 3' 1" F ALUMINUM VI MULLION CUP 1 5/8' INT. LENGTH FOR I I I [ 1" X 2" X 1/8" MULLION I I F------�i 2 5/8" INT. LENGTH FOR ALUM. TUBE MUI.LX)N-- J ------- / ALUM. VI MULLION CUP y I' X 3' X i B MULLION ini r p I I G [ I I I 1 /2' MAX. -- —1/4" ELCO UURACON ANCHOR (f- -- 1/4" E1G0 ULTRACON ANCHOR 1 3/4' MIN. EMBEDMENT INTO i 1 3/4" MIN. EMBEDMENT INTO CONCRETE E.D. I CONCRETE 3_ - (t) PER LEG k. 2 1/2' MIN. (1) PER LEG _- MIN, SIDE VIEW A SIDE VIEW 8 NOTE: ANCHOR CONFIGURATION TYPE 61 AS SHOWN ON THIS SHEET IS VALID FOR MULLIONS 1' X 2' X 1/8" AND i' X 3 X 1/8'. FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21, ANCHOR CONFIGURATION TYPE BI FOR 1" X 2" OR i' X 3" MULLIONS NUMBER OF ANCHORS PER ANGLE = (1) ULTRACON ANCHORS IN CONCRETE WITH 2" X 2" x 1/8' ANGLE SUBSTRATE 3.000 PSI CONCRETE 2' 0R 3" IV 114 HILTI KWIK FLEX B SELF DRILLING SCREW CL--� (2) EA. ANGLE N 2' X 2" X - - ALUM. ANGLE. �A ALUM. TUBE MULLION 1" x 2' x 1/8' N 1' x 3' x 1/8" VARIES 2' X 4" X 1/8' ALUM. ANGLE 1 5/8" INT. LENGTH FOR - 1" X 2" X 1/8" MULLION 0 _ _ X 2 5/8' INT. LENGTH FOR #14 HILTI KW[K FLEX IF 1' X 3" X 1/8' MULUON SELF DRILLING SCREW - Q it (2) EA ANGLE u 8 MAX..r • • • •1•, •l� • (f-•--• -44" ELCO U AN6FTiltTF' 91� • • • • • • • ."1 3/4' MIN.�E ENT INTO •* • • �• • • • • • CONCRETE No- 51393 • • • • ) PER ANd 0' •• 1 INS•• • � ••� SIDE. VIEW B 'AO STATE of lV� PRODUCT REVISED ��((`� �< RID P- as pl 1 vtth the Florida TOP VIEW : • : u.� �17-1226 2 • • • Al1It`,� NOTE: ANCHOR CONFIGURATION TYPE 81 AS SHOWN ON THIS SHEET IS VALIQ *It % • 40 ton Sate 06� l &i 23 I Z --E �- MULLIONS 1" X 2" X 1/8" AND 1" X 3' X ?/8'. • • • • • • • FRANCiSCO HERNANDEZ FOR ANCHOR DESIGN LOADS SEE TABLE j 2 ON SHEET 4 OF 21, mtam e ro aet o • FLORIDA PE If 51393 ••• • • • • ••• • • • ••• •• • •• • • • •• •• • • ••• • MOIIUsactwIItti, I"C. 1745 W. 331M Pion Its4o Fk6ft-=2 Pm (305)364-9952 Far-(305)626-511 t1 DRAWING No. M2011 DATE 02- 11-13 SCALE: NTS SHEET 12 OF 21 ... . . . ... . . . .. .. . . . .. .. .... ....... ANCHOR CONFIGURATION TYPE B2 • . • FOR 1" X a" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER A,j1tl•E 4(1) ULTaCdN ANONORS•IN CQjJCI=ETE 7 WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRf4iEP 3.08Q PSI trbrlLRET� • • • _ •• • • • • • B ' • • • _ 2" X 5' X ALUM. ANGLE _ " " '1/8' ALUM, ANGLE Sunshine NTmdow5 ---- 42X 5X I I 114 HILTI KWIK FIE( J14 HILTI KWIK•IJFX • • j5/8; • 548 • • 3 5/8" NT. LENGTH FOR MolufoctOfi7g, Inc. 1' OR 2" _ • • 4" X 1" X 1 8 MILLION 1746 W. 3SE Plod ALUM. TUBE MULLION----- -} I SELF DRILLING SCREW SELF D�t.U.WG SCRkW / " 1" x 4" z 1 8' r 2 EA. 0IGLE • • • • • r .... • • 3 3/8" WT. LENGTH FOR J0sj 84-ea42 / 1 (2) Ek ANGLE () • �• • I l 1" x 4' x 1/4"----- I ALUM. TUBE MULLION sla • •' • I ♦ • • I • • 4' X 1" X. 1/4" MULLION Fm aos)eze-s11e 2" x 4" x 1/8" 1" x 4" x 1/8" I — 2' X 5- X 1/8' • • • • • • • y l r--•-® 3 5 2 INT. LENGTH FOR 1" x 4' x 1/4" ALUM. ANGLE 4' X 2" X 1/8" MULLION A _ 2' x 4° x 1/6" —1 1/�" MAX - -- 11 it it II > a mil > a h lip n u a • �• a .I a °.. i' ' • ii it-- 1/4' ELCO ULTRACON ANCHOR it �, v' 1 3/4' MIN. EMBEDMENT INTO a v , v, . v CONCRETE Z. —1/4" ELCO UlTRACON ANCHOR + =1/ W. (2) PER ANGLE d 1 3/4' MIN, EMBEDMENT INTO — — CONCRETI ' SIDE VIEW A (2) PER ANGLE ICE VIEW 6 TOP VIEW NOTE: ANCHOR CONFIGURATION TYPE 82 AS SHOWN IS VAUD FOR F MULLIONS I* X 4" X 1/8', 1" X 4' X 1/4' AND 2' X 4" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLES 12 AND f 3 ON SHEETS 5 AND 6 OF 22. I D a c 3 W � v 2xp 8Z �F �F to O� Ox ro `,lfflfl-irfl� , m o LLmp -CO HER ., I f � C1 .•' LIGGNSg � ` No. 51393 i 1 o Z - DRAWING No. - PRODUCT REVISED :L)F �/ the Florida g1AlE '� I as complying with Builtling Code NOA-Nc. 17-1220.22 �Ty111 P.."�� •?G -�.��; MZO E ra ion Date 113f2812023 1 111� A,1 DATE: 02-11-13 B y Miam ade Pro uct onU I Z-E'Z- 1-4- FRANCISCO HERNANDEZ FLORIDA PE # 51393 SCALE NTS SHEET 13 OF 21 ANCHOR CONFIGURATION TYPE B3 IV FOR 2" X 6' MULLIONS NUMBER OF ANCHORS PER ANGLE = (3) ULTRACON ANCHORS IN CONCRETE B WITH 2- X 5- X 1/8- ALUM. ANGLES SUBSTRATE: 3.000 PSI CONCRETE ... . . . .... . . ... 2* X 5* X 11C— F2* X 5* X 1/8' ALUM. ANGLE ALUM: ANGLE 5 5/8' INT. LENGTH FOR 2' X 6- X 1/8- MULLION Swshine Vmdows 14 HILTI KWIK FLEX 114 HIUI KWIK FLEX MarrifocWtig, inc. 2. 5 318- 1NT. LENGTH . F-- SELF DRILLING SCREW SELF DRILLING SCREW FOR 2' X 6- X 1/4- MULLION 3-1rd Pk — ALUM. TUBE MULLION E P-wc 33D12 (3) EA. ANGLE (3) EA. ANGIL X 1/8Pk (30Sj361-9952 - CIL 2' X 6 ALUM. TUBE MULLION --�! i I F—(.305)828-51 18 2* X I' X 1/8* - ----- ----- 27 X 6" X 1/4" 2- X 6' X 1/5- L X 6 X 1/4' ALUM. ANGLE 1/2' MAX., A r o' N -1/4 ITW BUN LDEX TAPCON 1 1/4* MIN. EMBEDMENT INTO CONCRETE I L-1/4' ITW EUILDEX TAPCON 1- (3) PER ANGLE 1 3/4- MIN. EMBEDMENT INTO 2 1/2" MIN. CONCRETE (3) PER ANGLE SIDE VIEW 8 SIDE VIEW A NOTE: ANCHOR CONFIGURATION TYPE 83 AS SHOWN IS VALID FOR MULLIONS 2' X 6' X 1/8" AND 2' X 6' X 1/4". TOP VIEW FOR ANCHOR DESIGN LOADS SEE TABLES 12 AND If 3 ON SHEETS 4 AND 5 OF 21. IV ANCHOR CONFIGURATION TYPE B3 FOR I" X 4' OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE = (3) ULTRACON ANCHORS IN CONCRETE B WITH 2- X 5- X 1/8- ALUM. ANGLES SUBSTRATE: 3.000 PSI CONCRETE 2* X 5* X 4. ALUM. ANGLE �-2- X 5- X 1/8- ALUM. ANGLE f 14 HILTI KWIK FLEX #14 HILTI KWIK FLEX 5/8. 5/8 1 47 X 1* X 1/8- MULLION OR 2" NG SCREW SELF DRILLING SCREW 3 5/8" INT. LENGTH FOR ALUM. TUBE MULLION SELF DRILLING w I" X 4* x 1/8' (3) EA.ANGLE (3) EA. ANGLE 3 3/8' INT, LENGTH FOR w q� 1' x 4' x 1/4' f ALUM. TUBE MULLION —CL 4' X I- X 1/4- MULLION 2* x 4" x 1/8* 2' X 5- X 1/6" 1 3 1* X 4* X 1/8" 5/8' INT. LENGTH FOR I' It 4. X 1/4-' 1/8 X ' I iff ALUM. ANGLE 4- X 2- X 1/8- MULLION ME A 2* x 41/2* MWWAVIX. ji 1 20 a 1/4- 9W BUILDEX TAPCON iE 7 X 2 20 QG it! I). t' Il 1 3/4- MIN. EMBP 2 s ig JEE 4-4 'v u OT INTO CONCRETE ' k" "/, ITW BUILDS( TAPCON•• • 2 (3) PERAN ro• f"ElYA .......... VI • • Wt I- -CLI SIDE VIEW A 1 3/4" MIN. EMBEDMENT INTO Wr 0 SWE.IVIEW CONCRETE * . (3) PER ANGLE No. 51' .93 1/2-4 4-41/2' Is cTmp mtwlfh the Fkwrlda lldli% 0 a* l -13 GA -Ho. 17-1226.22 t4-j 111312 SrATE or ,(4/ DRAWING No.. Expiration Date P 023 so "tomul" cj- , �' M2011 60 ram DAM 02-11-13 1 TOP VIEW NOTE: ANCHOR CONFIGURATION TYPE B3 AS SHOWN IS VALID 0 MULLIONS 1' X 4- X 1/8-, 1 X 4- X 1/4- AND 2- X 1 a.•• SCALF- NTS FRANCISCO HERNANDEZ FOR ANCHOR DESIGN LOADS SEE TABLES 12 AND 1 3 SMEETS 40AND 5 OF #17 0 0 0 • FLORIDA PE # 51393 SHEET 14 OF 21 : : see • 0 0 ALUM. V1 MULLION CUF ALUM. TUBE I'x2"x 1, 1' x 3" x 1. B C r- L TOP VIEW IV 2' X 2' X I/8'--I B ALUM. ANGLE CL-� 114 HILTI KWIK FLEX -- - SELF DRILLING SCREW (2) EA ANGLE �A ALUM. TUBE MULLION 1' x 2' x 1/B' - - 1" x 3' x 1/8' TOP VIEW ... .. .. .. . • • • .... ....... ANCHOR CONFIGURATION TYPE C1 • • • • 000 •• • FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER LEG = (1) 1-1I01•KWIR4L7 rg DRItLING•SftW Ili METAL WITH V1 MULLION CLIP SUBSN-t: M:TAL • • 2^ •3 • • • • • • • • • —ALUMINUM V1 MULLION CLIP 1 5/8" INT. LENGTH FOR 1' X 2' X 1/8" MULLION I I • • • • • 1 • • • •I • • •2•5/8' INT. (LENGTH FOR ALUM. TUBE MULUON I I • • • : R_ SI � • 01" X 3" X 1/8' MULLION • ln! • Iri i -P -o-11 • • j! Ij • • • 000 11• • • 1 ?1tZY APPROVED MULLION OR 11 II II 11 METAL STRUCTURAL MEMBERS BY OTHERS 11 II d 11 SHALL WITHSTAND ANCHOR SHEAR FORCES -} J14 HILTI KWIK FLEX - _- -- MINIMUM THICKNESS = 1/8' — SELF DRILLING SCREW (SEE NOTE 7 ON SHEET 1) SE PER LEG SHALL BE APPROVED BY BUILDING OFFICIAL TA -NY APPROVED MULLION OR PRIOR TO MULLION INSTALLATION. METAL STRUCTURAL MEMBERS BY OTHERS — SHALL WITHSTAND ANCHOR SHEAR FORCES S L HILTI KWIM. FLEX MINIMUM THICKNESS = 1/8' (SEE NOTE 7 ON SHEET 1) I E.D. SELF DRILLING SCREW SHALL BE APPROVED BY BUILDING OFFICIAL (1) PER LEG PRIOR TO MULUON INSTALLATION 1' MIN. SIDE VIEW A SIDE VIEW B NOTE: ANCHOR CONFIGURATION TYPE Cl AS SHOWN IS VALID FOR MULLIONS i' X 2" X 1/8" AND 1' X 3' X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLE 1 2 ON SHEET 4 OF 21. ANCHOR CONFIGURATION TYPE C1. FOR 1" X 2" OR 1" X 3' MULLIONS NUMBER OF ANCHORS PER ANGLE _ (1) HILT( KWIK FLEX SELF DRILLING SCREW IN METAL WITH 2" X Y X 1/8" ALUM. ANGLES SUBSTRATE: METAL 1 ^ 2' OR 3' -- '�'��'ALUMINUM 2" X 2" X 1/8' ANGLE I I—15/8" TNT. LENGTH FOR #14 HILTI KWIK FLEX 1^X 2" X 1/8" MULLION ALUM. TUBE MULLION I I � SELF DRILLING SCREW � 114 HILT( KWIK FLEX I Tj 2' X 2" X 1/8' (2) EA ANGLE SELF DRILLING SCREW ALUM. ANGLE L (2) EA ANGLE 11 1 It — II 11 114 HILTI KWIK FLEX 1/2" MAX SELF DRILLING SCREW �- 1 (1) EA. ANGLE ANY APPROVED MULLION OR PRODUCT REVISED METAL STRUCTURAL MEMBERS BY OTHERS as complying with the Florida Building Code SHALL WITHSTAND ANCHOR SHEAR FORCES tlGA-No. 1T-1226.22 1.SHEET MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON 1) EA.- SHALL BE APPROVED BY BUILDING OFFICIAL (ration Date 03128/2023 1" MIN. PRIOR TO MULLION INSTALLATION •y Mia 1 ade Product o SIDE VIEW A lam/ SIDE VIEW B NOTE ANCHOR CONFIGURATION TYPE C1 AS SHOWN IS VALID FOR MULLIONS i" X 2' X 1/8' AND i" X 3" X i/B'. FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. 2 5/ 8" INT. LENGTH FOR 1' X 3" X 1/8' MULLION [ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8' (SEE NOTE 7 ON SgkET`,)>)iI1liiii SHALT. BE APPR NO 0U +IL�1�,�cIAL PRIOR TO MUI.Q0125V 114 HILTI KWIK- t' SELF DRILLING nEif Nu. *393 (1) EA. ANGLE ; ro a � '• s rFTF of :: =1u�; e\�OT "•. FL H1OC-•.-C9 a-`cv.�u.Jr AL 111� I Z-IZ-I� FRANCISCO HERNANDEZ FLORIDA PE # 51393 Maru(acturing, Ire. 1745 W. 33M I'l— t"-h. F'I.M. 3M12 Pic (305)334-8952 1`ac(3Q5)E26-5111r �1 4i goo 1�! H 1 Z � N .DRAWING No. M2011 DATE: 02-11-13 SCALE ES SHEET 15 OF 21 ANCHOR CONFIGURATION TYPE C2 A I FOR 1" X 4" OR 2" X 4* MULLIONS NUMBER OF ANCHORS PER LEG = (2) HiLTI KWIK FLEX SELF DRILLING SCREW IN METAL WITH VI AND V2 CLIPS SUBSTRATE- METAL ALUM, MULLION CUP I* OR 2" -ALUMINUM VI MULLION CUP VI CUP FOR I" MULL Sunshine Windows V2 CUP FOR 2' MULL 1 4- 3 5/8' INT. LENGTH FOR Monufacturn MG y'I— I- X 4- X 11/8 MULLION J14 HILTI KWIK FLEX ALLUMNUM V2 MULLION CUP 1745 W. 3kd PC" ALUM. TUBE MULLION--- H~. R.4& 33012 x 4* x 11r ALUM: TUBE. MULLION I I SELF DRILLING SCREW 3 5/8- INT. LENGTH FOR M, (30*64-9252 2' x 4' x lle PER LEG 11 2" X 4' X 1/8* MULLION F-(305)872t-5113 II II 1 - - - - - - - - - -- q A ---------- 11 F ANY APPROVED MULLION OR 11 METAL STRUCTURAL MEMBERS BY OTHERS 4 SHALL WITHSTAND ANCHOR SHEAR FORCES S LANY APPROVED MULUON OR 1 2' MAX. MINIMUM THICKNESS z METAL STRUCTURAL MEMBERS By OTHERS (S'EEE NOTE 7 ON SHEET 1) SHALL WITHSTAND ANCHOR SHEAR FORCES SHALL BE APPROVED BY BUILDING OFFICIAL MINIMUM THICKNESS = 1/8' (SEE NOTE 7 ON SHEET I) PLRIOR- TO MULLION INSTALLATION SHALL BE APPROVED BY BUILDING OFFICIAL 1/2' 1/2' PRIOR TO MULLION INSTALLATION I LJ14 HILTI KWIK FLEX E.D.ED "__ 1' MIN. SELF DRILLING SCREW SIDE VIEW A SIDE VIEW B (2) PER LEG TOP VIEW NOTE: ANCHOR CONFIGURATION TYPE C2 AS SHOWN IS VALID FOR 1- X 4- X 1/8- MO 2- X 4- X 1/8' MULLIONS. FOR ANCHOR DESIGN LOADS SEE TABLES 1 2 AND If 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE C2 FOR I' X 4" OR 2' X 4" MULLIONS NUMBER OF ANC14ORS PER ANGLE. = (2) Hun KWIK FLEX SELF DRILLING SCREW IN METAL WITH 2' X 2" X 1/5" ALUM. ANGLES SUBSTRATE METAL 4. r-2" X 2' X 1/8" ALUM. ANGLE B _4____ 1 3 5/8' INT: LENGTH FOR 2' X 4* X 1/8"--1 4- X I' X 1/8' MULLION ALUM. ANGLE I' OR 2' 3 3/8" INT. LENGTH FOR 4' X 1- X 1/4' MULLION ALUM. TUBE MULUON.. 14 HILTI KWIK FLEX 3 5/8" INT. LLENGTH FOR 1* x 4 1/8 ALUM. TUBE MULLION J14 HILTI KWIK FLEX SELF DRILLING SCREW 2' x 4" x 1/8* S DRIWNG SCREW (2) PER M4- X 2' X 1/8' MULLION ANGLE I CL v � Oz #14 HILTI KWIK FLEX-- SU DRILLING SCREW (2) PER ANGLE L �ANY APPROVED MULLION OR 00 0 0 I :: I METAL STRUCTURAL MEMBERS By OTHERS E (2) PER ANGLE 11 II SHALL WITHSTAND ANCHOR SHEAR FORCES A 1L27 4kx MINIMUM THICKNESS = 1/8- (SEE NOTE 7 ON SH U U SHALL BE APPROY&O CIAL PRIOR TO MU�,� L _ a, ANY APPROVED MULLION OR PRODUCT REVISED•as complying with METAL STRUCTURAL MEMBERS BY OTHERS th the Flor?Ja E.D. 0' * 9 0 0 0 '_'�ELF DRILLING HALL WITHSTAND ANCHOR SHEAR FORCES uHdlng Code 114 HILTI KWIK� No. 51393 S :OA-M.. IT-1226.22a ANGLE I$ I M11: * �1) PER (SEE NOTE 7 ON SHEET 1) 0 ••0 _ : MINIMUM THICKNESS = 1/8 lmtion Date 03t28=28* a 1/2 SHALL BE APPROVED BY BUILDING OFFICIAL By, r"'r PRIOR TO MULLION INSTALLATION By -)3 DRAWING No. SINE OF Mlam ado �Pr—odmt r 44/ M2011 • • TOP VIEW SIDE VIEW A 00* : GIOE iWkrLW 8••• • SCALE. NTS AL \N\\ DATE: 02-11-13 NOTE: ANCHOR CONFIGURATION TYPE C2 AS SHOWN ON THIS SHEET IS VAN FOR .• tj • • I- X 4' X 1/8, 1- X 4- X 1/4' AND 2- X 4- X 1/8' MULLIONS's• se :0 FRANCISCO HERNANDEZ FOR ANCHOR DESIGN LOADS SEE TABLES If 2 AND 0 3 ON SHEETS 4 AND 5e OF 21. PE # 51393 a: - • ALUM. TUBE MUI 1' x 4" x 1/8' 2' x 4' x 1/8' 2" x 6' x 1/8' N — FT 1/2' .. . . . .. .. . . . . ... . . . . ... ' ANCHOR CONFIGURATION TYPE C3 . • • • • • • **a • $ FOR 1" X 4% 2 X 4" OR 2" X 6" MULLIONS NUMBER OF ANCHORS PE: L:G �=3).Hli l JAIK TEXASELF DRILU19G SCREW IN METAL WITH V1 AND V2 CLIPS •• OSUBSTIi1#E: METAL • ALUM. MULLION CUP ! • • • • • V1 CLIP FOR 1' MULL 1" OR 2' • • • • • • ' i V2 CUP FOR 2" MULL 4�OR 6" —ALUMINUM V1 MULLION CUP 3 5/e" INT. LENGTH FOR .1; X 4" X 1/8' MULLION • • 009 • • • AUAJMIN1JM V2 MUWON CLIP I I #14 HHTI KriW FLEX •_ • • • • • • 3'5/8" INT. LENGTH FOR ALUM. TUBE MULLION ini SELF DR LUNG SCREW . ' 1 • • • • •01 ! i2' X 4" X 1/8' MULLION (3) PER LEG • . • jts ��-r +- -� -7 '• • • tI 1I .y� 1/r MAX. , re, 1-ANY APPROVED MULLON OR u METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES i� MINIMUM THICKNESS = 1/8' (SEE NOTE 7 ON SHEET 1/2" SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLAI-ION 1" MIN. TOP VIEW SIDE VIEW A NOTE: ANCHOR CONFIGURATION TYPE C3 AS SHOWN IS VALID FOR 1' X 4' X 1/8', 2' X 4" X 1/8' AND 2" X 6" X 1/8' FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. SIDE VIEW B ANCHOR CONFIGURATION TYPE C3 FOR 1' X 4", 2" X 4" OR 2' X 6' MULUONS NUMBER OF ANCHORS PER ANGLE = (3) HILTI KWIK FLEX SELF DP.IWNG SCREW IN METAL WITH 2" X 2" X 1/8" ALUM. ANGLES SUBSTRATE: METAL _ 4" OR 6" 6" ALUM. TUBE MULLION -- 7 1' OR 2' 5/8" 5 1' x 4" x 1/8' B - #14 HILTI KWIK FLEX 1" x 4" x 1/4' 1 SELF DRILLING SCREW r L 2" x 4' x 1/8" 2' X 4' X 1/8' ALUM. TU6E MULLION 1 I #14 HILTI KN^K FlD! CL ALUM. ANGLE SELF DRILLING SCREW (3) PER ANGLE-.--C__- 2` x 6" x 1/4" # 14 HILTI KWIK FLEX -VI (3) PER ANGLE 4A SELF DRILLING SCREW II I ' (3) PER ANGLE II i! 1/2' MAX. I i cL I N ►A o 1/2' 1/2" TOP VIEW ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8' (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION -ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL.WJHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS - 1/8" (SEE NOTE 7 ON SHEET 1) SHALL. BE APPROVED ETY BUILDING OFFTCfAL PRIOR TO MULUON INSTALLATION #14 HILTI KWIK FLEX SELF DRILLING SCREW (3) PER LEG X 2" X 1/6" ALUM. ANGLE 3 5/8' INT. LENGTH FOR 1" X 4" X 1/8' MULLION 3 3/8' INT. LENGTH FOR i' X 4' X 1/4" MULLION 3 5/8". WT. LENGTH FOR 2' X 4' X 1/8' MULLION 5 5/8' INT. LENGTH FOR 2" X 6" X 1/4' MULLION ANY APPROVED MULLION OR. [META. STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED LOMigfFICIAL PRIOR TO MULLION Iti3 t #14 HILT. KWIK FLF B�l%t SCj.' (3) PER ANGLE 4 : No.6t397 SIDE VIEW B PRODUCT REVISED STATE OF as complying with the Florida SIDE VIEW A building Cade i LORID:_.•' G`; NOA-No. 17-1226.22 C� O►VA� ��` NOTE: ANCHOR CONFIGURATION TYPE C3 AS SHOWN IS VAUD FOR MULLIONS 1" X 4' X 1/8'. ExYJ at n Data 0312812023 1' X 4' X 1/4', 2" X 4" X 1/8", 2" X 6" X 1/8' AND 2* X 6' X 1/4'. b tZ-TZ-1 FOR ANCHOR DESIGN LOADS SEE TABLES 2 AND 3 ON SHEETS 4 AND 5 OF 21. Miam da Pro ue Co of FLORIDA H If 513 3 # # FLORIDA PE # 51393 I6mufaCtu(ing, II1C. 1745 W. 31N Flaw KO—h. Fivt& 33a12 Pk.(305)35a-99U Foc(305)M-5118 3�3c n av U t�i ME z9 2S zx 4 n g Lo N r o DRAWING No. M2011 DATE: 02-11-13 SCALE WS SHEET 17 OF 21 ANCHOR CONFIGURATIONS D2, D3 AND D4 MULLION TO MULLION CONNECTION FOR 1" X 2", 1' X 3" AND 1" X 4" MULLIONS WITH U CUPS SUBSTRATE: METAL I,C IPC Inc I1►c IPA ANCHOR CONFIG. D2 ANCHOR CONFIG. D2 A\CHUR CONFIG. D2 FOR 1"X 2"TO 1"X2' FOR I"X2"TO i"X3" FOR 1"X2"TO 1'X4' I 3• I 15�•-- 5/8" I ® 0L.1 7/S" 5/8 _ I I 3• 4' OR 8• I_ IL -1—_ 1 ► C L "U" CLIP (TYPICAL) (, C iNCIiOR CONFIG. D3 AA'CHOR CONFIG. D3 FOR t" X 3" TO 1" X 3" FOR 1" X 3" TO 1" X 4" I 1 c I5/8" 5/8"1 L I � I i (D ® P/8 7/B" 7/6' 5/8 �_.._......... ..4'__ 1 5/8" 5 � I I ® a II 15/16- 15/15'® 1c—....___.4- 'OR� I � C ANCHOR CONFIG..D4 FOR 1" X 4" TO 1' X 4" gmufcidud o, frr- I I M W. 33, Plan 1 Hk'"a1c ,-1* 33012 Ph- (305)36"M F�-(y03)82b-511a ' - a O a F I. CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION I �,' L SECTION C-C so Igo 1z zx zx II� 4r�i Nm CLIP E "U" + i•• a s i e 4� CUP DETAIL • • • • • • • • • • • tJn. 51393 I SHEET 2 OF 21 • • • • • • • • •=_ •• ••• •• • • • •• �-fl o PRODUCT REVISED 1 as comptyIng with the Florida- ��C) STATE OF [V�� DRAWING No. NOTE: ALL SCREWS USED FOR MULLION TO MULON- CONNECTIONS B°gdiag or1a M201 1 • • • • • NQI� t�to^_ _ 17-1226.22 � �L9 `� SHOWN ON THIS SHEET SHALL BE J14 HILTI KWIK FLEX SELF DRILLING SCREW • • rattorAData D31� 7 2 • AL- �� FOR ANCHORS DESIGN LOADS SEE TABLE 6 2 ON SHEET 4 OF 21. • + w • • I 1 I t t t DATE: GZ-i t -13 • • •• My _f. • • IZ-IZ--(- SCALE:NTS • • '' a• r uc•.� • • F }2ANCISCO HERNANDEZ i J FEORIDA PE # 51393 SHEET 18 OF 21 • • . . ••• *:* % • .9. :.So TOP VIEWS FOR ANCHOR CONFIGURATION ALUM. SLEEVE TYPE BR2, BR3, CR2 AND CR3•r%•• ••-6 —3 1/2"0 OR 4'0 • • • FOR 3 1/2'0 OR 4'0 ALUM. TUBE MULLION ROUND MULLIONS ALUM. TUBE MULLION 3 1/2"o AND 4"0 43 - THICK A Sunshine Vindows 1/8 ALUM. CIRCULAR PLATE STRUCTURAL WALL/BEAM I WELDED TO ALUM. SLEEVE. Wo-lufactuting, Ire. 1745 W. 33,d Pt — STRUCTURAL WALL/BEAM NW-N r� 33OIZ Ph: (30S)364-9952 \too o 1/2' C 3 1/2.0 OR 4'0 ALUM. TUBE MULLION D4 ALUM. SLEEVE FOR 3 1/2'0 OR 4'0 ALUM. TUBE MULLION VARIES STRUCTURAL WALL. 14 OR BEAM 5 1/2- FOR 3 11/2- OAULLJON 6' FOR 4'0 MULLION go- VAR ES 1- --4- - -:� - ANCHOR CONFIGURATION 5 1/2- FOR 3 1/2-0 MULUON 6' FOR 4'0 MULLION BR2 AND CR2 \ry FORIW ANGLE ANCHOR CONFIGURATION BR3 AND CR3 FOR 135 ANGLE 3 1/2-0 OR eO ALUM. TUBE MULLION 1/8- THICK- ALUM. CIRCULAR PLATE ALUM. SLEEVE WELDED TO ALUM. SLEEVE. FOR 3 1/2*0 OR 4'0 mz z ALUM. TUBE MULLION x r I o z VARIES .. . \N \sco E,�fi .....H.... -,E N 3 5 1/2' FOR 3 1/2-0 MULLION 6" FOR 4'0 MULLION 4 No. 513,93 ANCHOR CONFIGURATION BR3 AND CR3 PRODUCT REVISED STATE OF .. ...plyf" with the FloridaDRAWING No. FOR 90* ANGLE Banding Cod. ..... .. NDA-No. 17-1226.22 M2011 Explration Date 03f28,2023 DATE,- 02-11-13 NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE 4 ON SHEET 6 OF 21. By ). I - SCALE. NTS Mleml-R.d. P,10"It Co FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 19 OF 21j TOP VIEWS FOR ANCHOR CONFIGURATION ALUM. SLEEVE — 3 1/2"0 OR 4'0 TYPE BR4 AND CR4 FOR 3 1/2 0 OR 4"0 I ALUM, TUBE MULLION ROUND MULLIONS ALUM. TUBE MULLION , 1 3 1/2"o AND 4"0 r1/8" THICK ALUM. CIRCULAR PLATE STRUCTURAL WALL/BEAM-- I j I I WELDED TO ALUM. SLEEVE. I 1/2' NI N VARIES 5 1/2 FOR 3 1/2'0 MULLION 6' FOR 4'0 MULLION ANCHOR CONFIGURATION BR4 AND CR4 FOR W ANGLE 3. T/2"0 OR 4"0— ALUM. TUBE MULLION. ALUMINUM SLEEVE FOR 3 1/2"0 OR 4"0 ALUM. TUBE MULLION 3 1/2"0 OR 4'0 —= ALUM. TUBE MULLION ALUMINUM SLEEVE FOR 3 1/2"0 OR 4"0 ALUM. TUBE MULLION I STRUCTURAL WALL/BEAM l iv 1/2' � N � h') � / zi I N r7 5 1/2' FOR 3 1/2"0 MULLION 6' FOR 4"0 MULLION ANCHOR CONFIGURATION BR4 AND CR4 FOR.135' ANGLE 1/8" THICK. ALUM. CIRCULAR PLATE WELDED TO ALUM. SLEEVE. 5 1/2' FOR 3 1/2"0 MULLION 0 • • • • • • • • • • • • 6" FOR 4'0 MULLION • • • • • • • • ANCHOR CONFIGURATION • • • • • • • • BR4 AND CR4 • • 000 00 PRODD UCt F&Vft as complying with the Florida Building Code FOR 90' ANGLE NCA-No. 17-1226.22 • • • • •F�cpi fton vatA312812923 NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE 4 ON SHEET 6 OF 21. i • • i • 0 • •ay v • . • • •• • •Mia a e � � • r•, ••• • • • • ••• • • • • • • • • • ••• • • • • • • G U z 0 0 HER�q'% No. 51393 =T7 f— STATE O4 F •• 44� FRANCISCO HERNANDEZ FLORIDA PE j 51393 Manufacturing, inc, 1745 W. 3Ad Pf" Ham, FCx1de =I2 PI, (-x05)_64-s952 Fo.(305)02E-5118 DRAWING No. M2011 DATE: 02-11-13 SCALE NTS SHEET 20 OF 21 SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE BR2, BR3 AND BR4 ROUND MULLIONS 3 1/2"0 AND 4.0 SUBSTRATE: CONCRETE 3 1/2'0 OR 4'0 — �I ALUM. TUBE MULLION I ----- 1/8' THICK. ALUM. CIRCULAR PLATE TO AWM. Slr�VE IWELOID -1/4' ELCO ULTRACON ANCHOR ' 1 3/4' MIN. EMBEDMENT INTO CONCRETE (2) PER PLATE SIDE VIEW C ANCHOR CONTIG. BR2 NUMBER OF ANCHORS PER LEG = 2 3 1/2'0 OR 4'0 -� ALUM. BE MUWON �I iv ----- 1/8' THCK. ALUM.. CIRCUS PLATE WELDED TO ALUM- SLEEVE. - —1/4' ELCO ULTRACON ANCHOR U U U 1 3/4' MIN. EMBEDMENT INTO CONCRETE (3) PER PLATE SIDE VIEW D ANCHOR CONFIG. BR3 NUMBER OF ANCHORS PER LEG = 3 NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE !) 4 ON SHEET 6 OF 21 SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE CR2, CR3 AND CR4 ROUND MULLIONS 3 1/2"0 AND 4-0 SUBSTRATE.' METAL 3 1/2'0 OR 4'0 ALUM. TUBE MULLION 1/8' THICK. ALUM. CIRCULAR PLATE N METAL STRUCTURAL MEMBERS BY OTHERS MINIMUM THICKNESS = 1/8' (SEE NOTE 7 ON SHEET 1) SHALL WITHSTAND ANCHOR SHEAR FORCES AND SHALL BE APPROVED BY BUILDING E.D.OFFICIAL PRIOR TO MULUON INSTALLATION F D. i 1' MIN. ' MIN. #14 HILTI KWIK FIEX SELF DRILLING SCREW SIDE VIEW C (2) PER PLATE ANCHOR CONFIG. CR2 NUMBER OF ANCHORS PER LEG = 2 3 1/2'0 OR 4'0 1/8- THICK ALUMINUM CIRCULAR PLATE • ... . • . . . ... . ... . • ••• •• • • •• , • • • •• • ••• • •• ••• • • • • • • • • • •41 301/11PJ5 OR 4'0 • • • Tr �- ti Q1M_ -W& MULLION • • 'ri • -+ t e.ETH%ALUM. CIRCULAR PLATE • *-• • • j • • i ELDED TO ALUM_ SLEEVE_ e + _ —1/4' ELCO ULTRACON .ANCHOR 1 3/4' MIN. EMBEDMENT INTO CONCRETE (4) PER PLATE SIDE VIEW E ANCHOR CONFIG. BR4 NUMBER OF ANCHORS PER LEG = 4 METAL STRUCTURAL MEMBERS BY OTHERS MINIMUM THICKNESS - 1/8' --jf(SEE NOTE 7 ON SHEET 1) SHALL WITHSTAND ANCHOR SHEAR FORCES AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION #14 HIL11 KWIK FLEX SELF DRILLING SCREW (3) PER PLATE SIDE VIEW D ANCHOR CONFIG. CR3 NUMBER OF ANCHORS PER LEG = 3 NOTE_ FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE j 4 ON SHEET 6 OF 21. 3 1/2'0 OR 4*0 ALUM. TUBE MULSION_ 1/8' THICK ALUMINUM CIRCULAR PLATE Fldl WELDED_0_ALUMINV4 SLE-METAL STRUCTURAL MEMBERS BY OTHERS MINIMUM THICKNESS = 1/8. (SEE NOTE 7 ON SHEET 1) SHALL WITHSTAND ANCHOR SHEAR FORCES AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION � E.7_ 1 MIN. -- #14 HILTI KWIK FLEX SELF DRILUNG SCREW SIDE VIEW E (4) PER PLATE ANCHOR CONFIG. CR4 NUMBER OF ANCHORS PER LEG = 4 \�� GAS•..-- • .. Nq �'.- J(',r_N Sg -•.tip ` 4••• Na. 51393 PRODUCT REVISED �� •- STALE Or as c9m9 yiag with the Florida i 'C fLOR1DP' G` Baildin o c �iF 1 NOA Na. 17-1226.22 �1��• Explratlon Date 03/28/2023 ey llaf _ Z Miam a e Product MR FRANCISCO HERNANDEZ FLORIDA PE # 51393 M040CWrIN, Inc. 1745 W. 33rd Ploee K.W.0, FWft 3MI2 Ph: ('65)364-9952 F—(w5)67E-5118 a z 0 a a W F N < � N z DRAWING No. M2011 DATE: 024-11-13 SCALE: NTS MIAMFDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) — frbn + -4Do or www.miamidade.gov/economy Sunshine Windows Manufacturing, Inc. 1745 W. 33' Place Hialeah, FL 33012 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 IN accepted • • • • manner, the manufacturer will incur the expense of such testing and the AHJ may immed� 1teTx revoker modify, or • • suspend the use of such product or material within their jurisdiction. RER reserve§ •W1 ight tb• gN*e this. • • ; • acceptance, if it is determined by Miami -Dade County Product Control Section that this pra44 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 Flo ..... .. ..... rida Building •Ctoc�e, • • • • • including the High Velocity Hurricane Zone. • • . . DESCRIPTION: Series "2011" Aluminum French Door w/wo Reinforced Sidelites-L.M.I'. • • • • • • • • • • • • • • • • APPROVAL DOCUMENT: Drawing No: FD01-15, titled "Series 2011 Aluminum French Door w/ Sidelites • • • • 0 • (L.M.I.)", sheets 1 through 26 of 26, prepared by manufacturer, dated 05/17/16 and last rev sed mj 07-2?-16, signed ; ... • ; and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control A�prdWal st*np%th the • • Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. 0000 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Sheet 6 for Design Pressures based on cluster anchors at Head or sill in Conc. / Metal or Wood substrates per sheet 5 and sheet 4, applicable to all configurations in sheets 2 and 3. 2. Full length steel reinforcement (item #32) required at sidelites, when door is used w/mullion (item 413). 3. Flush bolt locking option require interior top/bottom Flush bolts at active and inactive door leaf. The Regent 3- point Mortise lock w/deadbolt mechanism option to be at active door leaf. 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 pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. M ALMMADE COUNTY • NOA No. 15-0929.11 Expiration Date: September 01 , 2021 Approval Date: September 01, 2016 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No: FD01-15, titled "Series 2011 Aluminum French Door w/ Sidelites (L.M.I.)", sheets 1 through 26 of 26, prepared by manufacturer, dated 05/17/16 and last revised on 07-27-16, signed and sealed by Francisco Hernandez, 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 202-9A„• ...... 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 202-9',,, • ; • • • , • • • along with marked -up drawings and installation diagrams of OXXO Alum Rraiscl�doors w/Sidelites,•: •.' prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-7832 dated•a8F19/15, signed and • • • •: • sealed by Idalmis Ortega, P. E. :••:•: •. Note: This test report has an addendum letter dated June 09 2016 issued b •Fen strati • Westin 1 j • • • • p � Y. � � g �• C. CALCULATIONS • • • 1. Anchor verification calculations and structural analysis, complying with FBC 2014, dated 09/02/15, prepared, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co.) for the "SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5ta Edition) and letter of no financial interest, both dated SEP 20, 2015, prepared, signed and sealed by Francisco Hernandez, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal dated 08/04/14, approved by Jaime D. Gascon, P.E. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 15-0929.11 Expiration Date: September 01, 2021 Approval Date: September 01, 2016 E-1 GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). 2.- SHUTTERS ARE NOT REQUIRED. 3.- REFERENCE TEST REPORT FTL-7832 DATED ON 08/19/2015. 4.- FOR INSTALLATION REFER TO ANCHOR DISTRIBUTION ELEVATIONS ON SHEET 4 OF 26, CLUSTERS DETAILS ON SHEET 5 OF 26 AND TYPICAL SECTIONS ON SHEETS 17 THRU 26. 5.- WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ANCHORED AND SEALED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 6.- WOOD HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE SOUTHERN YELLOW PINE G - 0.55 OR GREATER DENSITY AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 7.- CONCRETE (AT HEAD AND THRESHOLD) / FILLED MASONRY STRUCTURE (AT JAMBS) FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH Fc'28 = 3515 PSI MIN. - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm' = 2000 PSI MIN. 8.- STEEL HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL NOT BE LESS THAN 1/8" THICK. STEEL SHALL BE Fy - 36 KSI MIN. STEEL STRUCTURE SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 9.- ALUMINUM HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL. THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8-. ALUMINUM SHALL BE 6063-T6 AND SHALL BE APPROVED BY BUILDING OFFCIAL PRIOR TO DOOR INSTALLATION. 10.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERINS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC 5TH EDITION (2014). 11.- DOORS SHALL COMPLY WITH EGRESS REQUIREMENTS OF FBC 5TH EDITION (2014) AS APPLICABLE. 12.- COLONIAL FALSE MUNTINS CAN BE SURFACE APPLIED. 13.- SEE CORNERS DETAILS ON SHEET 26 OF 26. 14.- FOR 1/4" SHIM SPACE AT THRESHOLD USE NON -SHRINK, NON-METALLIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. INDEX OF DRAWINGS: 1 OF 26 GENERAL NOTES AND INDEX OF DRAWINGS. 2 OF 26 DOUBLE OUTSWING DOOR ELEVATIONS. 3 OF 26 .- SINGLE OUTSWING DOOR ELEVATIONS. 4 OF 26 .- ANCHOR DISTRIBUTION. 5 OF 26 .- CLUSTER DETAILS. 6 OF 26 .- DESIGN PRESSURES CHARTS. 7 OF 26 .- VERTICAL SECTIONS A, B. C AND D. 8 OF 26 VERTICAL SECTIONS C AND D1. 9 OF 26 HORIZONTAL SECTIONS E AND F. 10 OF 26 HORIZONTAL SECTION G. 11 OF 26 HORIZONTAL SECTION G2. 12 OF 26 HORIZONTAL SECTIONS F1 AND El. 13 OF 26 HORIZONTAL SECTIONS H AND H1. 14 OF 26 HORIZONTAL SECTIONS G1 AND El. 15 OF 26 HORIZONTAL SECTIONS H AND J. 16 OF 26 HORIZONTAL SECTIONS H AND J1. 17 OF 26 EXTRUSIONS. 18 OF 26 MATERIAL UST AND GLAZING DETAILS. 19 OF 26 DOOR FRAME HEAD INSTALLATION DETAILS. 20 OF 26 SIDEUTE HEAD INSTALLATION DETAILS. 21 OF 26 .- DOOR FRAME JAMB INSTALLATION DETAILS. 22 OF 26 SIDEUTE JAMB INSTALLATION DETAILS. 23 OF 26 DOOR FRAME STANDARD THRESHOLD INSTALLATION DETAILS. 24 OF 26 DOOR FRAME HANDICAP THRESHOLD INSTALLATION DETAILS. 25 OF 26 SIDELITE SILL INSTALLATION DETAILS. 26 OF 26 CORNERS DETAILS. Ap;a — ..+uluyugt b" Rwi141M Fl u:lad�' gCu r rx SEPo/ Zo/(a NOAN IC �o�i24•)/ Miami []N�Rodun Cem1d GENERAL NOTES AND INDEX OF DRAWV";,Cj$ • • • • • • • • • • • THIS PRODUCT IS IMPACT RESISTANT • • • • • • • • • SHUTTERS ARE NOT REQUIRED •• • • • • • • • • • • •• • • •• % • % • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 Manufacturing, Inc 1745 N. 33rd Plam Wd.uh, Fl.,W 33012 Ph: (305)364-9952 Fo (305)828-5118 No. 51393 Y u W STATE OF ' (V4u o DRAWING No, FD01-15 'I- Z---IG ISCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE 111 51393 SHEET 1 OF 26 O 174 V2' MAX. fRPME MOM RUSH BOLTS A C (• IKroaw 50E) A / / PANEL 35 9/16' '20 15/iC MA Max. DLo. MAk. aL.a F1 E1 OFM BOLT P 1 / gyp' IE�ER FIINGE / a� F1LSN BDLTS MAIL SHOELRE FRMIE BUM SRAVUTE —E MOM EXTERIOR ELEVATION DOUBLE OUTSWING DOOR W/SIDELITES CFBM FLUSH BOLT OPnON) 174 1/2' 4Ax. FRAME MOM A FLUSH Bars C A D.L.O. O.LO. HEIGHT . FRME HEKM - 15 1/8' O.LO. WDM (PA4w - PMEL MOM- 11 1/2' O.LO. MDM (WE1(TE) - MAK 90EL1E FRAME MOM - 13 1/8' E 4 i y� 3 �. 78' iLUSI BOLTS I �• _I 6QL MOPE FRAME MDTHI MA%. WOR FRaME MO1H MAX SID61fE FRNTE M01M INTERIOR ELEVATION DOUBLE OUTSWING DOOR W/SIDELTCES (MM FLUSH BOLT OPTION) PAN 35 9/16' / I ' 26 15/16' MAY O.L.O. MA)L D.LO. E1 F1 / G F 1 O a E BOLTS (oN aDM FLUSH BOLTS (..BFIWB 5o IS/1E / hol LLA- / G \ OFAO BOLT � gF IEVER NaH1lE L / / o\ 78' FLUSH BOLTS EXTERIOR ELEVATION DOUBLE OUTSWING DOOR (WM FLUSH BOLT OPTION) FLUSH SOLIS� EL / '2615/16' / / G � I O FL115H BOLTS PANELS) 3 /Dt D 7e' wsH Bois INTERIOR ELEVATION DOUBLE OUTSWING DOOR (WM FLUSH BOLT OP") 3 POW MOROSE LOCK ENGMEHEM ROD. FLUSH BOLTS /:l *- NTETiOR — THIS PRODUCT IS IMPACT RESISTANT DOUBLE OUTSWING DOOR F,;i&;�,,/6 SHUTTERS ARE NOT REQUIRED ELEVATIONS •• •YWLKiC-t425H�/ • •• •• �•Isatl• �N •. • • • • • • • • • • • 3 POINT MOROSE FT1191 BOLTS LOG( 78' MAX DOOR FRMFE MOM EXTERIOR ELEVATION DOUBLE OUTSWING DOOR (T01H 3 POB(T MORM LOCK OPTION) 3 POW MOR15E LOOK FLUSH BOLTS ENO ETETPT ROO. PMHEL��11 f— — P ACTNE P C' 26 15/1V \ MW LL0. /3 POWE FLUSH BOLTS ? AHEL aNL» \ d FLUSH BOLTS 3 p "M aN WIC NE PANEL ONLY) 78' • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Sunshine Windows Manufacturing, Inc. 1745 W. 331n Plea HHd-h, FI;M. 33012 Ph: (305)384-9952 FOK:(305)828-5118 Max. oOOR FLAME WOM � SF INTERIOR ELEVATION 7 k DOUBLE OUTSWING DOOR No. 513�3 0 (W<H 3 POW MORTISE LACK OPT101,1 D G No. Q ••- STATE OF I((t.� _ 1 5 •-.FLORIOP. E ,. 05/17/16 l i l 1 SCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 2 OF 26 ...... ... Ise 1/C MAX. FANS MDM 3 POUR MORILSE LOCK N91 BOLT FUU HOLY EN04fFlO0 tlm. A C (• E6vaDR 1;10E.1 A C <• INIFIOOR 9DE) C Sunshine Y[Indows M/—.. m 13/tc YalUfoctufing, Inc. MAX. DLO. 1745 W. 33M Roca / !ideal, FlleR 3J012 JH Ph: (305)364-9952 F.:(300)828-5118 / DFJD BOLT J POINT BPlE1ER MAHaE _ \ ` a 4 D D1 y( D D7 R a Q cA F11191 BOLT F1JA1 BOLT J POIM 110RfI5E LOCH = �r+IrI Q L �, I (• IM EI60R 9DL) I I (• WMWR BOq 42 ENG!! 1 E T f 4Y MAX, pppq SIOELIE FTMME M FRAM MOM. FllNIE MOM MAX. DOOR FRANC �--1 EXTERIOR ELEVATION FRAME worx EXTERIOR ELEVATION EXTERIOR ELEVATION I--i SINGLE OUTSWING DOOR W/SIDELITES SINGLE OUTSWING DOOR (w1FM J Po1rRM0R1L avtloM) O W (WIN FLOW 7/160P00N) (M11H FiL91 BaT OPTION) J Pa. MORm(O� / E/M.NEIIIFNE pOD. (r� ^ (n 1 MAX. ERNE BOiH �y Hy — Bar C q Eumt eoLr C C rCL�l Fu NEL CWI] `28 13/1, `28 13/lti MAX. .LO. MAX\ .LO. iii��rrr a E 1 J \ H D.L.O. 30 goo DLO. HEIg1T - FRAME 14)p1E - 15 t/8' DLO. MOM (PANE!) = PN MDM - 11 1/2- OLO. MDIH (90E111E) - MAX. SMITE FRAME MOM - 13 1/6' a w Ba15 / z o_ F- eaT I RUeH ear QHO TRW. �N 1Go 1H MAX. 9DD1RE FRAME M01H FRAMDOOR E MOM WX 9DF38E FRAME MOM FRAME MOTH FRAME MOM c��p� 1,1GENg O INTERIOR ELEVATION INTERIOR ELEVATION INfERIORELEVATION--lC": SINGLE OLTSWING DOOR W/SIDEL TES SINGLE OUTSWING DOOR SINGLE OUTSWING DOO8 No. 5139 kQ' _ (IFt111 Fi89F Bar OPTI") (Ni111 FLU91 Bar OPTION) (ROM 3 mw MaR11g LOCH DP11f•I * O 7k _ THIS PRODUCT IS IMPACT RESISTANT SINGLE OUTS WING DOOR orR rve. plNwrd s DampIY1^B "''� � STATE O SHUTTERS ARE NOT REQUIRED ELEVATIONS r!.wide By to...... • • • • • • • • • N 'yam- /( ��/ S�ONAL • • • • • • • MjyBi V c�tel • • • • • • • • • o>• �s �• �'`^"�" SCALE: N,T.S. • • • • 0.0 • • • FRANCISCO HERNANDEZ • • • • • • • • • • • FLORIDA PE # 51393 SHEEP 3 OF 26 /CIhE PNEL � 13/18•/ 35 9/18' tuc o.Lo. MAX, D.Lo E1 / / d Om BOLT BOLT IEWt HNiME� , B PA11EL �28 ll/16' SB 9/1G YAX\ 1-0. W`C DLO. G1 \ F E Fllhll BDLIe •• ••• •• ••• • • • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • D.L.O. O.LO. NEW - FRAME HMO - 15 1/9" O.LO. MOM (PANEL) - PANEL MOTH - 11 1/27 OLO. MOTH (Scour E) - NA%. 9D FRAME MmN - 13 1/C MAX. FRAME MOAN 1LA% SEE HEAD/IHRESHOLD SEE HEAD/01AESTIOID SE HEAD/RrNE9101D CORNER CHASTER DETMS ASIRAOAL END aLerEA "an0 altSTER 3 MO 3A ON SHEET 5 OF 24 OEWLS t AND IA ON OETAAS 2 AAD 2A ON SHEET 5 OF25 SHEET 5 OF 2E W i 48• I I SEE IFID/IHIE9% CORNER k ONSH DFSNIs ] Ml0 3A ON SHEET 5 OF 26 6r11. WELITE FRAME MOTH 11M. 000R iRA11E IE01H NAIL SIOLAE�FRMIE MOTH EXTERIOR ELEVATION DOUBLE OUTSWING DOOR W/SIDELITP.S � Ao• MAX FRAME MOTH SEE MFAD/IHR15101D SEE fEM/D QJJ101D ffNNDD Q4 OR 9OE111E END a1151EA DETAILS DETNLS 2 M10 7A ON DETNlS 2 NO 2A ON SHEET 5 OF 26 9EE1 S OF 25 / / 43' W 45' MAT it EXTERIOR ELEVATION DOUBLE OUTSWING DOOR 42' MAX. FRAME WIDTH SEE OOR ] AND HEAD/n4msHoLv 3 ER CLUSTER DECALS M ON SHEET 5 OF 24 ma / / / 4 & AP—,das mmplYnS-vb IIMI FwEida Buyer � � T \ �S8 \ N(iaRi D1de PrOdLu:E COm1d 93 HFAO CORNEA S 0ETM3 l MO 31 ONN SHEET S OF 28 OORNEA (LUSTER OETALS ND 3 A3A ON SHEET 5 OF 2R ----7 3 b EXTERIOR ELEVATION µOOOM wxsDE UE m FEIRO wmH SINGLE OUTSWING DOOR EXTERIOR ELEVATION SINGLE OUTSWING DOOR W/SIDELITES THIS PRODUCT IS IMPACT RESISTANT ANCHOR DISTRIBUTION ECAVAMNS • • • • • • SHUTTERS ARE NOT REQUIRED —• • • • • • •• • • • • ••• • •• ••• •• • • • •• % • % • • • • • • % • • • % • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Sunshine Windows Manufacturing, Inc. 1745 W. 33M Pl— MWAI • F1alm 33012 Ph: (305)354-9952 F—(305)828-5115 I- Q C-0) F W A � U � 3 _ HH � O W N Q a E/] W u rr�� V Q \L 11/111111 T/A y l��A•'' LLGENgF ��/1iO% No. 51393 _- oo STATE OF �(/ DRAWING No. _` FD01-15 I Im WO,``\`\ DATE OS/»/16 FRANCISCO HERNANDEZ SHEET 4 OF 26 FLORIDA PE # 51393 CENTER UNE CLUSTER OF s cwslEx of 6 OR 1 UL.TRACON NJ LD(CONCRETE5 OR 1 ULTRACON - -EX GR-TE OR 1/4'-20 DRIL-FLEX OR 5 OR 1/4'-2D DRIL-FLEX GR 5 SELF DRILLING SCREWS IN METAL SELF DRILLING SCREWS IN METAL CLUSTER DETAIL 1 (5 ANCHORS IN CONCRETE OR METAL) USE FOR HEAD AND THRESHOLD AT ASTRAGAL END 3 1/2' 3 1/2' 3 1/2-3 1/2' 3 1/2' 3 1/7' CLUSTER DETAIL IA (7 ANCHORS IN WOOD) USE FOR HEAD AND THRESHOLD AT ASTRAGAL END CLUSTER DETAIL 2 (6 ANCHORS IN CONCRETE OR METAL) USE FOR HEAD AND THRESHOLD AT SIDELITE END/MULLION/DOOR CONNECTION CLUSTER OF 7 CENTER LINE. B" ULTRACON IN WOOD NOTE: 1.- SEE SHEETS 19 THROUGH 25 FOR INSTALLATION DETAILS. CLUSTER DETAII. 2A (8 ANCHORS IN WOOD) USE FOR HEAD AND THRESHOLD AT SIDEUTE END/MULLION/DOOR CONNECTION CLUSTER OF 2 5/18' ULTRACON IN CONCRETE L/2' 3" OR 1/4'-20 DRIL-FLEX GR 5 _;_I SELF DRILLING SCREWS IN METAL Manufacturing, Inc 1745 W. 33M PW- Kd—. F1GH8a 33012 Ph: (305)354-9952 F—(305)828-51Ia CLUSTER DETAIL 3 (2 ANCHORS IN CONCRETE OR METAL) USE FOR HEAD AND THRESHOLD AT DOOR AND/OR SIDEUTE CORNERS CLUSTER OF 8 6' ULTRACON IN WOOD CLUSTER ANCHORS SHALL BE AS FOLLOWS: - 5/18" • ULTRACON BY ELCO (Fu : 188 KSI. Fy : 155 KSI) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE AND 3 1/8' MIN. EDGE DISTANCE - 5/16' +r ULTRACON BY ELCO (Fu 188 KSI, Fy a 155 KSI) WITH 1 7/8" MIN. PENETRATION INTO WOOD AND 1 1/4" MIN. EDGE DISTANCE - 1/4' a KWIK-FLEX OR 1/4'-20 DRIL-FLEX GR 5 (Fy - 160 KSI MIN.) SELF DRILLING SCREWS THROUGH METAL. MIN. 3 THREADS BEYOND SUBSTRATE CLUSTER DETAIL 3A (2 ANCHORS IN WOOD) USE FOR HEAD AND THRESHOLD AT DOOR AND/OR SIDEUTE CORNERS HEAD AND THRESHOLD ASTRAGAL/SIDELI"l3•; CLUSTER DETAILS • • ' • • • • •• ••• •• ••• • • 9 • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CLUSTER OF 2 ULTRACON IN WOOD Iln�c lJOAq . - � • / NL;�,FI 17ede L+oau� coml•L By / , \`\11111tlillllll, rn CO HEf? �G •' �1GENSF'.;9iLO � No.51393 _ i z STATE OF O��( '•.FCO OP'. '�\�� DRAWING No. ll 1 1 11110 DATE: OS/17/16 FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 5 of 2s DESIGN PRESSURES CHART DESIGN PRESSl1RE5 FOR 5/16' DA, ULTRACON ANCHOR CLUSTERS INSTALLED N CONCRETE OR 1/4' KWIC FLED( OR DRIL-FLEX OR 5 SELF DRILLING SCREWS CLUSTERS INSTALLED IN METAL AT HEAD AND THRESHOLD OF SIOELITE END/MULLION/DOOR CONNECTIONS, DOOR AND/OR SDEUTE CORNERS, AND ASTRAGAL END. SEE SHEET 5 OF 26 FOR DETAILS DOOR MAXIMUM AND SIDELITE WIDTH DOOR SNDEUTE WITHOUT WHEN SIDELRES WITH PANEL FRAME SNDELRES ARE USED AT SIDEUTE3 WIDTH HEIGHT THE SIDES OF POS. I NEG. POS. NEC. (NOMINAL.) (NOMINAL) THE DOOR 48' 80.00 80.00 SINGLE (42) DOUBLE M) SO= 80.00 !2' 80.00 80.00 36' 80.00 80.00 108' 3p' 80.00 80.00 Q. 50.00 80.DO SINGLE (307 42' 50.00 80.00 0W&.E (807 SEE NOTE 1 80.00 80.00 36' 80.00 80.00 30' 80.00 80.00 18• 80.00 80.00 SINGLE (427 DOUBLE (787 80.00 80.00 42' 80.00 00.00 36' 80.00 80.00 96' 30' 80.00 80.00 48' 80.00 80.00 SINGLE (30') DOUBLE (601 50.00 80.00 42' 50.00 50.00 36• 80.00 80.00 SELL NOTE 1 30' 80.00 80.00 48• 80.00 80.00 SINGLE (42) DOUBLE (787 90.00 80.00 42' 80.00 80.00 JB' 80.00 80.00 82' 30' 80.00 80.00 48' 80.00 80.00 SINGLE (307 DOUBLE (607 80.00 30.00 421 36• �80.0080.00SEE 80.00 NOTE 1 00.00 DESIGN PRESSURES CHART DESIGN PRESSURES FOR 5/16' OIA. ULTRACON ANCHOR CLUSTERS INSTALLED IN WOOD AT HEAD AND THRESHOLD OF SIDELIIE END/MULLION/DOOR CONNECTIONS, DOOR AND/OR SMELTTE CORNERS, AND ASTRAGAL END. (SEE SHEET 5 OF 26 FOR DETAILS) MAXIMUM DOOR SILIEIJTE WIDTH DOOR AND WITHOUT WHEN SIDELITES WITH LEAF SIDEIJTE SIDELRES ARE USED AT SIDEUTES WIDTH HEIGHT THE SIDES OF POS. NEG. POS. NEG. (NOMINAL) (NOMINAL) THE DOOR 48' 78.97 75.97 SINGLE (42) DOABLE (787 78.97 79.97 42' 78.97 78.97 38' 78.97 78.97 108' 30' 78.97 78.97 48' 80.00 80.00 SINGLE (30") 42' 80.00 80.00 DOUBLE (60' SEE NOTE 1 80,00 80.00 W. 80.00 80.00 30' 80.00 80.00 �• 80.00 80.00 SINGLE (427 DOUBLE (787 80.00 80.00 42' 80.00 80.00 36' 80.00 80.00 98' �• 50.00 80.DO 48• 80.00 80.DO SINGLE (307 DOUBLE (607 80.00 80.00 42' 80.00 80.00 36• 80.00 80.00 SEE NOTE 1 30• 80.00 80.00 48' 80.00 80.00 SINGLE (427 DOUBLE (787 80.00 80.00 42' 50.00 80.00 36' 80.00 80.00 8Y 30' 80.00 B0.00 48' 50.00 50.00 SINGLE (30� _.LE(607 80.00 80.00 42• 80.00 80.00 36• 80.00 80.00 SEE NOTE 1 30• 80.00 $0.00 WIND LOAD A.S.D. FACTOR NOTE: THE DESIGN PRESSURES SHOWN ON THESE CHARM ARE FOR ALLOWABLE STRESS DESIGN (AS.D.). WIND LOADS CALCULATED BASED UPON "ULTIMATE WIND SPEED' AS DETERMINED FROM ASCE 7-10 OR IBC 2012 ARE PERMITTED TO BE MULTIPLIED BY 0.6 ............... ............... TO CONVERT TO AS.D AND CAN BE COMPARED TO THE A.S.D. CNARIS. Sunshine Windows Mmufacturirg, Inc. 1745 W. 3Srd Plan HWI.A. n1 6& 33012 Ph: (305)364-9952 FO%:(305)828-5118 F W A � EQ.�rI r o O W W Q I w U Appcovcd ate ooalpEyoB.tith the (�Tz� ROAN' lS -04211`// Miami Dade Product Cq bol �H4 By. 1 ik_ a.(� NOTE DOORS REQUIRING EGRESS \1111111111 AA (FULL USER PASSAGE) SHALL CO HE, COMPLY WITH THE REQUIREMENTS \\ 10ENSR q7Y' i OF NOTE NO. 11 ON SHEET 1 OF \�\�GS 2.6.\ ' No. 51393jr •'• 'F1 4! STATE ,!-v0 DRAWING No. " IN 1 FD01-15 00 • • • • • • DESIGN PRESSURES CHARTS •::•::: i•: • • �'. v`^'V ��2}_fb DATE: 09/O6/15 SCALE: N.T.S. • • • • • • • • • • • • EZ FLORIDA PE (J 51393 FLORIDACO E # 51 93 SHEET 6 OF 26 • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 31 1 1 .......... . . . . . . . . . . . ........... iE* . . . . . . . . ... .......... ............. . . ......... ......... .... 17 Ei .......... ... Sunshine Windows Manufacturing, Inc. A 12 O 17 5 nas w. savat• H 1na.on, o We. 33012 Ph:(3v5)364-9952 F—(305)828-5118 17 + 10 17 i 9 OOR21 i I � cry H vFi NOTE: [� w I 1 1 OR 1 i OR 1 1 �A SEE GLAZING DETAILS ON SHEET 16 OF 26 w 2 W = 2 3 0 11 OR �q 0 ARpn„ed sMnpt0.8 wlm the . A C/i V�x v� o 4�- 17 9 ey 9 OoR21 a EXTERIOR 14 INTERIOR EXTERIOR INTERIOR 10 14 O12 3 17 3 \`1�lnlurrrrr 17 31 33 �10ENSe '•?O�'i No.51393 SIDELITE PANEL DOOR PANEL v WTTH STANDARD THRESHOLD ��0�'•, MATE OF i NOTE: SEE GLAZING DETAILS ON SHEET 18 VERTICAL SECTIONS (WATER RATED) �i, �` ••.�ORIOP'.•' G\` OF 26 •• ••• • • • •• FD01-15 • • • • • • • • • • } • • �1 � 2�f ,� � 1 T DATE: OS/17/16 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 • • • • • • • • SOALE: 1 z = r FRANCISCO HERNANDEZ SHEET 7 OF 26 FLORIDA PE # 51393 • • • • • • • • • • • • • % • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 w w EXTERIOR o Approved"m 1ply ag *I'h 'l* F+ndd9IIwl /CoLpe M'imnf � 1 � INTERIOR HANDICAP THRESHOLD SHALL NOT BE USED WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOOR PANEL WITH HANDICAP THRESHOLD (OPTIONAL) NOTE: A.D.A COMPLIANT. SEE GLAZING DETAILS ON SHEET 18 OF 26 VERTICAL SECTIONS FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 • • • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• •• ••• •• ••• • • • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • e • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Manufacturing, Inc 17455 W. 33M Plow Hdmh. Mid. 33012 Ph: (305)381-9952 Fmc(705)a28-5118 \`\CO HER/�''�. z N `�. GAS ......... No.51393 = 0'. w w Qo Q '• i .t�. • STATE OFF . .-. _ _..5 z -�i��S/� ` ��• DRAWING No. l I++ FDO1-15 DATE: 09/06/15 SCALE: + 2' = 1' FRANCISCO HERNANDEZ FLORIDA PE 9 51393 SHEET 8 OF 26 .............................. Sunshine Windows DOOR FRAME WIDTH Manufacturing, Inc. 6FROM TOP AND 1745 w. 33rd Aare BOTTOM. INTERMEDIATE R.I. i, B= 33012 ® 24' MAX. Ph: (3o5)7 13 Fm:(305)82a--51 28 5118 2 2 5 6 T INTERIOR TT T M 1 rn F 1 OR OR 1 W 5 1 17 6 MATCH LINE Q 17 7 11 4 11 7 17 �� F- Q :jai o O O O A lh•: ouet�PolY�Nr• with the -id- Flarid+duiWi•• 6 p( 17 31 9 6 2 2 6 32 16 30 NonM�//�//o'5629•/I 17ode R z ® 6' FROM TOP AND Mimni d„ IjI BOTTOM. INTERMEDIATE ® 24" MAX. SIDELITE WIDTH DOOR WIDTH tl' EXTERIOR ��QQ�- •'• VCENSg "•.�Y� •:�c-� �i NOTE: �C i SEE GLAZING DETAILS ON SHEET 18 OF 26 HORIZONTAL SECTIONS No. 5*1393 _... •'. a = -p I '• STATE OF ��Ss•......� �\��` ,I I DRAWING No. FD01-15 • • • • • • • • • DATE: 09/O6/15 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 • • • • • • • • ' • • • • • • • • • �" 2 �' �' SCALE: 1 2'>t' • • • • • • • • • FRANCISCO HERNANDEZ SHEET 9 OF 26 • • • + • • • • • • • • FLORIDA PE # 51393 •• ••• •• ••• • s • • • • • • • • • • • • • •• • • •• • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MATCH LIN NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 I FOR INSTALLATION PURPOSE SEE SHEETS 19 M!LU 251 DOOR WIDTH POSITION ON SHEET 2 OF 25.) OEXTERIOR HORIZONTAL SECTIONS (DOUBLE OUTSWING DOOR WITH FLUSH BOLT OPTION) Approved m conlPlYing Fk.ida 113.06 NO" &F-// Mimi. pmdbld By Sunshine Windows Manufactuiring, Inc. 1745 W. 33rd Pl— Hal-h. FWk 33012 Ph: (305)364-0 2 F—:(305)628-5113 TCH LINE S%�Jlljlllj, cO HER z .......... No. 51393 jr �3• STATE OF ly /0 j lly DRAWING 1 — 1 (/, FRANCISCO HERNANDEZ FLORIDA PE it 51393 SHEET 10 of zs MATCH LINE NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 22 DOOR WIDTH 3 POINT MORTISE LOCK. FLUSH BOLTS AT TOP AND BOTTOM (OPTIONAL) ON ACTIVE OF INACTIVE PANEL PANEL ONLY (SEE POSITION(SEE FLUSH BOLTS OPERATOR POSITION FON ON SHEETS 2 AND 3 OF 26) SHEETS 2 AND 3 OF 26.) IIklyIVH[•):7 G2 EXTERIOR HORIZONTAL SECTIONS (DOUBLE OUTSWING DOOR WITH 3 POINT MORTISE LOCK OPTION) •• ••• • • • • • • •• • • • • ••• Ap,--d asom1ymg With the tloridas"c Dare Manufacturing, Inc. f 745 W. 33rd Plaw FidW,, Florida 33012 Miami D•& PmdPtod/uN Ci[rd W /��C./GI/�M� �7 ByEn Ph: (3o3)3ti4-9952 Fax:(3D3)82B-31/B W ro F" o�U.. —MATCH LINE oO W `n A � W U 0..HEJ tiV , L\CENSF''•. No.51393 0, % STATE OF •' C/j�� /,S,!ONAL DRAWING N. FDO 1-15 • DATE: 05/17/16 SCALE: , 2•_ 1 FRANCISCO HERNANDEZ • FLORIDA PE f 51393 sHEEr tt of 26 •• ••• •• ••• • • • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Sunshine Windows Manufociming, Inc. 17/5 W. 3,W Plan H.17*', FW& WD12 Ph: (305)364-9952 F-:(305)82✓1-5115 DOOR FRAME WIDTH Al ..,V 0 Ccuym�0 y0411 Wkb 0- Fpw, g/! ® 6" FROM TOP AND BOTTOM. INTERMEDIATE NOAx-eS2f•// Cn ® 24' MAX. Miani Dad. Mr dad Caoud 13 ,,,• 1VI2 2 26 25 2 2 5 INTERIOR 5 2 U MATCH LINE 6 17 5 17 7 11 24 11 7 17 — O A z w Q O 17 30 16 3 31 29 26 2 2 26 29 31 ® 6" FROM TOP AND BOTTOM. INTERMEDIATE DOOR WIDTH ® 24" MAX' SIDELITE WIDTH tl "us \� �G •'�1GENSf'A�L� zIII F 1 EXTERIOR = �; No. 51393 p STATE OF . 4// NOTE.: SEE GLAZING DETAILS ON SHEET 16 OF 26 HORIZONTAL SECTIONS DRAWING No. •• ••• • • •• FDO1-15 • • • • • • • • • DATE a5/07/18 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 • • • • • • • • • • • scuE: t z"—i" • • 11.0 • • • • • • • • FRANCISCO HERNANDEZ FLORIDA PE 111 51393 SHEEP t2 OF 2s •• ••• •• ••• • • • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .............................. Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Platy Nld-h, FlarW 33012 Ph: (303)3 9952 Fax:(305)82B-5118 H AoveO>. con�Y'O8 web the Florida BrtiA� GO �,/�e� •I/ � via 2 INTERIOR M 1 M2 INTERIOR T rs on E- 5 17 6 MATCH LINE MATCH LINE 6 17 5 O cn N O W U � Z CW7 tzy Q 16 30 30 16 DOOR FRAME WIDTH DOOR FRAME WIDTH EXTERIOR EXTERIOR OH 1 `\0\0 11111j" FRNq�Q,�: � HORIZONTAL SECTIONS No.51393 STATE OF '��'�SS -... •'� G�� DRAWING No. ' � F001-15 • • • • • • • • • DArE os/os/ts FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 • • : • • ; : • . 'I—Zi — Its scA�E: l r—r • • • • • • • • • FRANCISCO HERNANDEZ • • • • • • • • • • • FLORIDA PE # 51393 SHEEP t3 OF 2s •• ••• •• ••• • • • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • MATCH LIN NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 DOOR FRAME WIDTH Manufacturing, Inc. 17#5 W. 33rd Plop Hdadi, Florida 33012 Ph: (305)384-9952 F—:(305)828-5118 v] F, H Q 3 c p w � Q � z x a a \\� \G\SCo !HE/?N�'�ii/. �P�..•' V10ENSF '•.'�� No.51393 y * <W jr 9 W Z � '� ••••.F�OR10r.•' G�\� DRAWING No. i • •• • • • • ••• • DATE: 09/O6/15 FOR INSTALLATION PURPOSE SEE SHEETS 19 MRU 25 • • • • • i • • i • • • i i • • `` FRANCtSCo mrmNMItjEz scALE. 1 z'-1 FLORIDA PE f 51393 SHEET 14 OF 2s G 1 EXTERIOR OEI O A.—d a: uw1>r1ylnB .cifi dle Florio NOAli1�"�O 9• �/ Mia•i Dade Product Cm�d HORIZONTAL SECTIONS (SINGLE OUTSWING DOOR WITH FLUSH BOLT OPTION) • • % • • • % • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTE SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 EXTERIOR DOOR FRAME WIDTH HORIZONTAL SECTIONS (SINGLE OUTSWING DOOR WITH FLUSH DOLT OPTION) •• ••• • • • • • • • •• • • • • ••• •• ••• •• • • • • • • • • • • • • • • • % • • % • • • • • • • ••• t • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M. SITION Manufactu*, Inc 1745 W. 33rd Place Nleleeh. Fk W 33012 Ph: (305)384-9952 F—(30.5)82E-5118 ,%pp —d w - mplY-08 widl the Florida But net. i NOAA Mimi \\\`t GO1Hl/l//,,i ERNS %l Lei G�S�..... = No. 51393 IL i 11 0 '•, STATE OF <(/` DRAWING No. s" F CORID G FD01-15 DATE: 09/06/15 O}HERNANDEZ SCALE: t 2'-1• FRANCIS SHFJ=T 15 OF 26 FLORIDA PE # 51393 NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 INTERIOR EXTERIOR 1 DOOR FRAME WIDTH HORIZONTAL SECTIONS (SINGLE OUTSWING DOOR WITH 3 POINT MORTISE LOCK OPTION) • •• • • • • ••• •• ••• •• ••• • • • • •• • • •• • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• AA—w a. 4WVIyi g wilh tlh Fleripa Bun� NOAaJsJ 2J r�422.// Mioati f)a6r Produn Ca•trd G�SGO I HER�rq '. ._per �1ceNSF'•,2�� No-51393 i Q STATE OFXN 1lanufactu6ng, Inc 1745 W. 33rd Ruse Flaw*' FWWQ 33012 Ph: (305)364-9952 F-:(305)•28-5110 DRAWING No. FD01-15 -I- 2;--(6 SCALEy N.T.S FRANCISCO HERNANDEZ FLORIDA PE 1 51393 SHEET 16 OF 26 4.000 163 140 1.890--�-1.150 .65 625 .13 . 78 (00 II 1. .078y 3.844 .078 L.1178 O DOOR FRAME HEAD 1.300 .176 1.124 062 .062 04. .440 �- 1.000 B90 {-112 0 INSTALLATION SCREW COVER T HANDICAP THRESHOLD SCREW COVER O TOP d: BOTTOM RAIL 4.000 r163 140 1.890-Fl.150 5 625 .13 r.078 "".��125 .0781-844�1.000 250-1 k-2.500� 4-250 `.078 O DOOR FRAME JAMB HIND LE 41.634- -�262 351 R073 �.817 10 WEATHER STRIP PLATE z99 .715- 62 1.11� .998 �753� 11 GLAZING BEAD FOR GLASS THICKNESS - 7/16' 299 .254 1L 62 g98 2I .753 GLAZING BEAD FOR GLASS THICKNESS - 1' 325 2.104 �1 504 t 4 . 79 ' 454 L-063 Ag .799 .817 TOP h BOTTOM PLATE 4 4.000 r163 1.890-063 �y-1.150 .79 ' I 1. .078 .078 .O6 .78 .250--1 �----1.640 1 1.300-1-{-1-250 O DOOR FRAME STANDARD THRESHOLD 0 ACTIVE SNLE 13 ALUMINUM MULLION 4.750 c401 1.890 .750� R,08 328 .500 1�--2.129 1.07 1.51V DOOR FRAME HANDICAP THRESHOLD 1.6001 100 08 Fl ride 0 as nwuPlyutg with the INACTIVE STILE NOAN# Mi•d DO& Ptod.M C mw 1.436 06 .062 F063OB 800 .440 -� 1.000 .312 .500 .11c--11- .111 +187 14 T4V-187 THRESHOLD SCREW COVER A�". .693.66 1.312ff .317 DR .312 1.908---j 16 ALUMINUM HINGES 110EN11F'. ry2C t(91393 *ALUMINUM RDWORCEMENT Manufacturing, Inc. 1745 W. 33rd Place Hk.k Rataa 33012 Ph: (305)364-9952 F-:(305)B28-5118 z 0 m NOTE: I %� •• :' -DRAWING No. •• ••• • • • • • ALL DIMFIISIONS ARfi INGHE>i Ur.'T. • • • •• STATE OF '• .F<OMOP,.•'C2 ADO 1-15 • • •• • • • • i S•• �", DATE: 05/17/16 EX•rF�L40M • SCALE N.T.S. FRANCISCO HERNANDEZ SHEET 17 OF 26 FLORIDA PE 111 51393 •• ••• •• ••• • • • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• MATERIAL LIST ITEM # PART # QUANTTTY DESCRIPTION MATERIAL MFR/SUPPLIER 1 1202001 1 FRAME HEAD 6063-T6 SINOBEC TRADING 2 1202002 2 FRAME JAMB 6063-T6 SINOBEC TRADING 3 1202003 1 STANDARD THRESHOLD 6063-T6 SINOBEC TRADING 4 1202004 1 HANDYCAP THRESHOLD 6063-T6 SINOBEC TRADING 5 1202005 AS REQUIRED FRAME INTERIOR SCREW COVER 6063-T6 SINOBEC TRADING 6 1202006 AS REQUIRED HINGE SIDE PANEL STILE 6063-T6 SINOBEC TRADING 7 1202007 AS REQUIRED ACTIVE SIDE PANEL STILE 6063-T6 SINOBEC TRADING 8 1202008 AS REQUIRED INACTIVE SIDE PANEL STILE 6063-T6 SINOBEC TRADING 9 1202009 AS REQUIRED TOP AND BOTTOM PANEL RAIL 6063-T6 SINOBEC TRADING 10 1202010 AS REQUIRED WEATHER STRIPPING PLATE 6063-T6 SINOBEC TRADING 11 12065 AS REQUIRED 7/16- GLAZING BEAD 6063-T6 MI METALS 11A 12180 AS REQUIRED 1" INSULATED GLAZING BEAD 6063-T6 MI METALS 12 1202012 AS REQUIRED S.L. TOP AND BOTTOM PLATE 6063-T6 SINOBEC TRADING 13 1202013 AS REQUIRED MULLION 6063-T6 SINOBEC TRADING 14 12181 AS REQUIRED THRESHOLD SCREW COVER 6063-T6 MI METALS 15 31296 AS REQUIRED HANDYCAP THRESHOLD SCREW COVER 6063-T6 SAPA EXTRUDERS 16 46917 AS REQUIRED HINGES 6063-T6 SAPA EXTRUDERS 17 W33321NK0020 AS REQUIRED ULTRA FIN WEATHERSEAL POLYPROYLENE ULTRAFAB 18 290DZIABBP AS REQUIRED DEAD BOLT ZINC REGENT HARDWARE 19 29OL3ZAB3BP AS REQUIRED PASSAGE LEVER ZINC REGENT HARDWARE 20 2062-3P-SS AS REQUIRED 3-POINT MORTISE LOCK S.S. REGENT HARDWARE 21 SERIES 2508 AS REQUIRED FLUSH BOLTS ZINC REGENT HARDWARE 22 ZIALOC 750 AS REQUIRED 1/8" X 1/4' DOUBLE SIDED TAPE PE FOAM TBP CONVERTING 26 DOW CORNING 899 AS REQUIRED RTV SILICONE GLAZING SEALANT SILICONE DOW CORNING 24 E20318WN.3020 AS REQUIRED T-SLOT EXTRUDED SEAL BULB TPE PLASTIC ULTRAFAB 25 2BB93 AS REQUIRED HEX SCREW 1/4' X 2 3/4" STEEL GRAINGER 26 6PE76 AS REQUIRED FLAT WASHER 1/4' STEEL GRAINGER 27 4FCA9 AS REQUIRED HEX NUT 1/4" STEEL GRAINGER 28 1MB16 12 PER PANEL f 10 X 1 1/2" METAL SCREW STEEL GRAINGER 29 SKGF9 AS REQUIRED # 10 X 1" METAL SCREW STEEL GRAINGER 30 T9FB402979 6 PER HINGE 111 10 X 3/4' METAL SCREW STEEL GLOBAL INDUSTRIES 31 PHS8 AS REQUIRED 2" X 1/8" SPACER PLASTIC CRL 32 SW-1 AS REQUIRED ALUMINUM REINFORCEMENT 6063-T6 SAPA 33 X109HT100 AS REQUIRED D SECTION RUBBER SEAL EPDM TRIMLOCK 0.09' SENTRYGLAS PLUS INTERLAYER BY KURARAY AMERICA INC. SUIISh186 Windows 3/16' H.S. GLASS 3/16" H.S. GLASS IMamf6cturin9, Inc. 1745 W. 33rd Pl, Hl.Wt MrIft 3MI2 DOUBLE FAi, Ph: GLAZING TAPE TERIOR Fa::( 5 o5)82e-5515 IlV8 EXTERIOR ^ W T 1 1 z m 0.675' � H DOW CORNING 899 � '� ►. SILICONE 1�lt W cn Approved as cmVIY*8 wish tie Q Foceee H GLAZING DETAIL i�•// 7/K GLASS TYPE 1 NO AM D `��+ Roducl Mie1•i Dade oduer Comml a F- Q � O O 0.09" SENTRYGLAS PLUS INTERLAYER BY KURARAY AMERICA INC. 3/16" H.S. GLASS V 3/16" H.S. GLASS 3/8- AIR SPACE TEMP. Z 3/16' GLASS" DOUBLE FACE GLAZING TAPE INTERIOR 1n EXTERIOR W ae75' m DOW CORNING 899 SILICONE GLAZING DETAIL GLASS TYPE 2 MATERIAL LIST AND GLAZING DETAILS • ••• • • • • •• • • •• • • • • • •• • • • • •• • • • • • • • • • •• ••• •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -SPACER ALUMINUM (6063-T5) \�111111 ill 11,, o �C'•'.vCENSE''74 ,) i ¢ - No.51393 ��-`•.F<ORIOP,.•'G\ DRAWING No. j j1111 DATE: OS/17/16 �j FRANCISCO HERNANDEZ SHEET 16 OF 26 FLORIDA PE # 51393 EDGE DISTANCE 5/16- • ULTRACON (F1s155 kei, Fu-188 KSI) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE ' EMBEDMENT ° d° THROUGH 1' X WOOD BUCK. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. —T41 1' X WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND rn APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. EXTERIOR I INTERIOR DOOR FRAME HEAD ATTACHMENT TO CONCRETE THROUGH I" X WOOD BUCK 5/16- ► ULTRACON (FY-155 kei, FU-188 KSI) WITH 1 3/4' MIN. EMBEDMENT INTO CONCRETE. d FOR MAX. ANCHOR SPACING SEE EMBEDMENT �' HEAD/THRESHOLD CLUSTER DETAILS ON SHEET C 5 OF 26. a I rn EXTERIOR INTERIOR NOTE: FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6. 7, 8 AND 9 ON EXTERIOR 5/16- • ULTRACON (Fy-155 kei, Fu-188 KSI) WITH 1 7/8' MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. WOODEN STRUCTURE BY OTHERS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. Approved as w ply4 wid% dL Florida Bu Dare NOAS // F1odt1R By DOOR FRAME HEAD ATTACHMENT TO WOOD 1/4" • KWIK-FLEX OR DRIL-FLEX GR 5 SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. 1' MIN. FOR MAX. ANCHOR SPACING SEE CLUSTER DETAILS ON SHEET 5 EDGE INSTANCE OF OF 26, MIAMI-DARE COUNTY APPROVED MULLION WITH - 1/8- MIN. THICKNESS (UNDER SEPARATE NOA) OR METAL STRUCTURE WITH 1/8- MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063-T6 OR A-36STEEL SHALL BE fp'[1 APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR 1T INSTALLATION. INTERIOR DOOR FRAME HEAD SHEET 1 OF 26 DOOR FRAME HEAD ATTACHMENT TO CONCRETE ATTACHMENT TO METAL STRUCTURE / MULLION WITHOUT WOOD BUCKS TYPICAL SECTIONS AT DOOR FRAME HEAD ATTACHMENT TO DIFFERENT SUBSTRATES • • • • • • • • • • • • • •• • • • •• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Manufacturing, Inc 1745 W. 33rd Plon NaAah, Flo W. 33012 Ph: (305)354-9952 F—(305)828-5118 \`111u1rlr4ir o 4 ' No. 51393 =_ STATE OF FIOR7•P.•'•.G-7 DRAWING No. •........ . FD01-15 �- 211- 16, 1SCALE: FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 19 OF 26 EDGE DISTANCE 5/16' 0 ULTRACON (Fy-155 ksi, Fu-188 KSI) WITH 1 3/4- MIN. EMBEDMENT INTO CONCRETE c EMBEDYEM THROUGH 1' X WOOD BUCK. 4O. FOR MAX. ANCHOR SPACING SEE c HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. 1' X WOOD BUCK BY OTHERS MUST BE w PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND h APPROVED BY BUILDING OFFICIAL PRIOR TO < DOOR INSTALLATION. rn I EXTERIOR �� INTERIOR SIDELITE HEAD ATTACHMENT TO CONCRETE THROUGH I" X WOOD BUCK EDGE DISTANCE 5/16' • ULTRACON (Fy=155 W. Fu=188 KSI) WITH 1 3/4- MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE a EMBEDMEM HEAD/THRESHOLD 6RESHOLD CLUSTER DETAILS ON SHEET L I EXTERIOR (-�'�� I I INTERIOR EXTERIOR 5/16- • ULTRACON (Fy=155 kai. Fu-188 KSI) WITH 1 7/8' MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. WOODEN STRUCTURE BY OTHERS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. AIWO-d 0 --plying with Ow Florida (Ludt PIOAM IS--eS29•// Miami /Dade Poduol a Contr By 1 AN 1— - 1/4' 0 KWIK-FLEX OR DRIL-FLEX OR 5 SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. - MWAI-DADE COUNTY APPROVED MULLION WITH 1/8' MIN. THICKNESS (UNDER SEPARATE NOA) OR METAL STRUCTURE WITH 1/8' MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063-T6 OR A-36 STEEL SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. IF L L . EXTERIOR F—w—I INTERIOR SIDELITE HEAD ATTACHMENT TO WOOD EDGE DISTANCE L 111 111 I \ ------- NOTE: i II III II \J FOR SUBSTRATES DESCRIPTION REFER TO SIDELITE HEAD GENERAL NOTES 6, 7, 8 AND 9 ON SIDELITE HEAD ATTACHMENT TO CONCRETE SHEET 1 OF 26 ATTACHMENT TO METAL STRUCTURE / MULLION WITHOUT WOOD BUCKS TYPICAL SECTIONS AT SIDELITE HEAD �• • • • • • • ATTACHMENT TO DIFFERENT SUBSTRATES • • • • • • • • •00 • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • UmufacturiTg, Inc. 1745 W. J3rd Ploos HN4d�, Flarlde 37512 Ph: (305)36t-9952 Fina(305)a2D—S118 s _ No.51393 - - �� < STATE OF /ii�s••FIORIOP,.•'G\ z I I 1 �1 1'Z�— lL FRANCISCO HERNANDEZ FLORIDA PE # 51393 DRAWING No. DATE 09/O6/15 SCALE: N.T.S. SHEET 20 OF 26 I' X WOOD BUCK BY OTHERS MUST BE m PROPERLY SEALED AND ANCHORED TO1/4' MAX. TRANSFER LOADS TO THE STRUCTURE ANDAPPROVED BY BUILDING OFFICIAL PRIOR TO SHIM SPACE DOOR INSTALLATION. W 1 4' MAX. W Sunshine Windows SHIM SPACE ANTERIOR 'a INTERIOR Mmufacturing, trio. ti 1745 W. 33,d Plan Hialad,. Flarida 33DI2 W W Ph: (W5)3"-9952 F—:(305)828-5118 v 5/16• • ULTRACON (Fy-155 kei, EYBEvp DM 5/16' • ULTRACON (Fy-155 kei, EMBEDM ,Z Fu-188 KSI) WITH 1 3/4' M, N. FU-188 KSI) WITH 1 3/4• MIN. a EMBEDMENT INTO CONCRETE/ - EMBEDMENT INTO CONCRETE/ i F" GROUT FILLED BLOCK THROUGH GROUT FILLED BLOCK. �+ 1' X WOOD BUCK. FOR MAX. ANCHOR SPACING O F. FOR MAX. ANCHOR SPACING V O, REFER TO TYPICAL ELEVATIONS ON O REFER TO TYPICAL ELEVATIONS ON SHEET 4 OF 26. SHEET 4 OF 25. EXTERIOR a EXTERIOR A a POOR FRAME JAMB DOOR FRAME JAMB cm* C tilea Q ATTACHMENT TO CONCRETE ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK OR GROUT FILLED BLOCK NOAN I�9•/� THROUGH 1" X WOOD BUCK WITHOUT WOOD BUCKS mllms —�� 6 MIAMI-DADE COUNTY APPROVED MULLION WITHC ^ WOODEN STRUCTURE BY OTHERS 1 4' MAX. MUST E PROPERLY ATTACHED TO 1/8' MIN. THICKNESS (UNDER SEPARATE NOA) TRANSFER 1/4' MAX• [] SHIM SPACE �I SHIM SPACE ti rr+ ER GLAZING SYSTEM LOADS OR METAL STRUCTURE WITH 1/8' MIN. w TO THE STRUCTURE AND APPROVED THICKNESS BY OTHERS. MINIMUM ALUMINUM U BY BUILDING OFFICIAL PRIOR TO ALLOY 6063-TB OR A-36 STEEL. SHALL BE (i DOOR INSTALLATION. INTERIOR INSTALLATION. BUILDING OFFICIAL PRIOR TO DOOR INTTERIOR roag -=H n V _ 8 RIWNG SCREWS THROUGH METAL GWITH MINK. 3 _. THREADS BEYOND THE SUBSTRATE - FOR 7— MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 4 OF 26. 5/16' 0 ULTRACON (Fy=155 kel, EM ME Fu-1 Be KSI) WITH 1 7/8' MIN. EMBEDMENT INTO WOOD. G FOR MAX ANCHOR SPACING REFER TO TYPICAL. ELEVATIONS ON O I I^ 8 O SHEET 4 OF 26. EXTERIOR EXTERIOR NOTE: �111111111/� / z FOR SUBSTRATES DESCRIPTION REFER TO o H DOOR FRAME JAMB GENERAL NOTES 6, 7, 8 AND 9 ON DOOR FRAME JAMB �\\�G\SC DENS RNq SHEET 1 OF 26 A. F '•. ATTACHMENT TO WOOD ATTACHMENT' TO METAL STRUCTURE / MULLION �Qs,•' ' N0. 51393 STATE OF F � S.. <ORID. DRAWING No. ftNE1A F001-15 TYPICAL SECTIONS AT DOOR FRAME JAMB• . . . •. • • • • • DATE 09/06/15 ATTACHMENT TO DIFFERENT SUBST 'T S •; ; ; •; ' • • FRANCISCO �EI ANDbZ SCALE N.T.S. • • • • • • • • • • • FLORIDA PE f4 51393 SHHFT 21 OF 26 •• ••• •• ••• • • • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I' X WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1 4' MAX. SHIM spAcE INTERIOR a i mo 5/16' 0 ULTRACON (Fy-155 W,� EMBI:DNE 5/16' 0 ULTRACON (Fy-155 W, F-188 KSI) WITH 1 3/4' MIN. — Fu-188 KSI) WITH 1 3/4' MIN. EMBEDMENT INTO CONCRETE/ EMBEDMENT INTO CO GROUT FILLED BLOCK THROUGH GROUT nil rn g1,pCK I. X WOOD BUCK. FOR MAX. ANCHOR SPACING ~ FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON REFER TO TYPICAL ELEVATIONS ON EXTERIOR SHEET 4 OF 26. SHEET 4 OF 26. STDELITE JAMB ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK THROUGH I"X WOOD BUCK WOODEN STRUCTURE BY OTHERS 1 4• MIAMI-DADE COUNTY APPROVED MULLION WITH MUST BE PROPERLY ATTACHED TO 1/8' MIN. THICKNESS (UNDER SEPARATE NOA) SHIM SPACE OR METAL STRUCTURE WITH 1 B MIN. TRANSFER GLAZING SYSTEM LOADS I / TO THE STRUCTURE AND APPROVED 7HICIOJE55 BY OTHERS. MINIMUM ALUMINUM BY BUILDING OTTTCIAL PRIOR TO ALLOY 6063-T6 OR A-35 STEEL SHALL BE DOOR INSTALLATION. I INTERIOR APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR IF INSTALLATION. is ^ 1/4' 0 KVAK-FLEX OR DRIL-FLEX GR 5 SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 - -- THREADS BEYOND THE SUBSTRATE. FOR MAX ANCHOR SPACING SEE ELEVATIONS ON SHEET 4 OF 26. 5/16' 0 ULTRACON (Fy=155 W. - E)d ME Fu-I88 KSI) WITH 1 7/8' MIN. I z Nd EMBEDMENT INTO WOOD. 4z 3 0 FOR MAX. ANCHOR SPACING w SREFER NEER TO TYPICAL OVATIONS ON EXTERIOR I I 1/4' MAX. SHIM SPACE a INTERIOR _. .. . V....... Sunshine endows flanufactu6intInc. p 1745 W. 3&d Pl— V HIalwA. Flwida 33012 RW: (305}184-9952 Faa:(70.S)62a-311 a MBEDMENT � a � a EXTERIOR zLIJ .� Q � Cn E-I SIDELTTE JAMB ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK ,!•-�:uvaiu-,vnFivuy{wgh V .a (� WITHOUT WOOD BUCKS N o-r Mi®d Ode P,-,h .1 Cam., Q W /4' MAX.[1'4 -r Ln W U INTERIOR JrI4 � EXTERIOR NOTE: R SUBSTRATES SIDEL.ITE JAMB GOENERAL NOTES 8DE7�B1 ANDN 9 ON I�-�—=TTTs' IAMB HFRti O SHEET SIDELITE ll�' ,\51^'o1 ATTAC MENT TO WOOD 1 OF 26 ATTACHMENT TO METAL STRUCTURE /MULLION :� Vic ` ��.. No. 51393 - STATE OF `ARAWING No. TYPICAL SECTIONS AT SIDELITE JAMB& .. . . .. ,, � FDO1-15 - -• • • ATTACHMENT TO DIFFERENT SUB ST kA'M@ :J • • • • : • • • • 1EZ DATE 05/17/16 SCE N.T.S. • • • • • FRANCISCO CO ERERNNDEZ HA -SHEET 22 OF 26 • • 000 • • • • • • FLORIDA PE # 51393 •• ••• •• ••• • • • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Dille 4 _Nr EXTERIOR 1 0. . v EMBEDMENT v FOR 1/4- SHIM SPACE L 5/16- 0 ULTRACIXJ (Fy=155 k6i, FU-188 KSI) USE NON-SHRINK,NON-METALIC WITH 1 3/4- MIN. EMBEDMENT INTO CONCRETE. 5 KSI HYDRAULIC CEMENT FOR MAX. ANCHOR SPACING SEE CURED AND HARDENED GROUT HEAD/THRESHOLD CLUSTER DETAILS ON SHEET CONTINUOUSLY ALONG THE 5 OF 26. THRESHOLD. DOOR FRAME STANDARD THRESHOLD ATTACHMENT TO CONCRETE E EUGE DISTANCE DOOR FRAME STANDARD THRESHOLD ATTACHMENT T) WOOD DOOR FRAME STANDARD THRESHOLD ATTACHMENT TO METAL STRUCT(TRF. / MULLION MUWI-DADE COUNTY APPROVED MULLION WITH 1/8- MIN. THICKNESS (UNDER SEPARATE NOA) OR METAL STRUCTURE WITH 1/8- MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063-T6 OR A-36 STEEL. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4- 0 KWIK-FLEX OR DRIL-FLEX OR 5 SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. WATERPROOFING. NOTES: )OFING DESIGN, AND INSTALLATION BY 1.- FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6, 7, 8 AND 9 ON SHEET 1 OF 26 2.- STANDARD THRESHOLD SHALL BE USED WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. NOODEN STRUCTURE BY OTHERS MUST BE PROPERLY ATTACHED TO TRANSFER )LAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING )FFICIAL PRIOR TO DOOR INSTALLATION. 5/16" 0 ULTRACON (Fy-155 kei, Fu-188 (SI) WITH 1 7/8- MIN. EMBEDMENT INTO NOOD. FOR MAX- ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. TYPICAL SECTIONS AT STANDARD DOOR TWIfkoth ATTACHMENT TO DIFFERENT SUBSTRATIN a. • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • APpruvegd�uec�C.MlynB.9h the FD+te_`3 e//e NOAO eS •I1 Mier Da& T M&M C/arol \\\`11LIl IH 110.E/' ER. pNgG.... .•• \,10ENSg•••2Q No,51393 -_ %�(1• •• STATE OF •��(/4U� � • .FCORIOP`. •' Manufacturing, Inc. 1745 W. 33N Haw W.W.h, F7oAda =12 Ph: (305)364-9952 F-:(305)828-51 la DRAWING No. FD01-15 1-2-7 jfj SCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 23 OF 26 EXTERIOR INTERIOR G . I t YI V.J, EMBEDMENT 7I FOR 1/4' SHIM SPACE D .� 5/16' O ULTRACON (Fy=155 Wi, Fu=188 KSI) WITH 1 3/4' MIN. EMBEDMENT INTO CONCRETE. USE NON—SHRINK,NON—METAWC FOR MAX. ANCHOR SPACING SEE 5 KSI HYDRAULIC CEMENT HEAD/THRESHOLD CLUSTER DETAILS ON SHEET CURED AND HARDENED GROUT 5 OF 26. CONTINUOUSLY ALONG THE A.D.A COMPLIANT. THRESHOLD. DOOR FRAME HANDICAP THRESHOLD ATTACHMENT TO CONCRETE EXTERIOR INTERIOR EDGE DISTANCE A.D.A COMPLIANT. DOOR FRAME HANDICAP THRESHOLD ATTACHMENT TO WOOD EDGE DISTANCE ILE — — — ' , A.D.A COMPLIANT. DOOR FRAME HANDICAP THRESHOLD ATTACHMENT TO METAL STRUCTURE / MLI LION OPTIONAL WATERPROOFING. WATERPROOFING DESIGN, MATERIAL AND INSTALIA71ON BY OTHERS. WOODEN STRUCTURE BY OTHERS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 5/16' 0 ULTRACON (Fy-155 kai, N-188 KSI) WITH 1 7/8' MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. MIAMI—DADE COUNTY APPROVED MULLION WITH 1/8' MIN. THICKNESS (UNDER SEPARATE NOA) OR METAL STRUCTURE WITH 1/8' MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6OW—T6 OR A-36 STEEL. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4' 0 KWIK—FLEX OR DRIL—FLEX OR 5 SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. Appwed ac a>mplYing ..;m the Florida Bu�Id�gtCo� Mimi D� Pramla C'amrd NOTE: 1.— FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6, 7, 8 AND 9 ON SHEET 1 OF 26 HANDICAP THRESHOLD SHALL NOT BE USED WHERE f 1 I I I I', / \\1111 WATER INFILTRATION RESISTANCE IS REQUIRED. .` Gsc' NS Nq \ Or No. 51393 ='13'. Q ' STATE OF �. C.O_'.FCQRIOP;.'d TYPICAL SECTIONS AT HANDICAP THRE9 fJQL$) • • • • • ATTACHMENT TO DIFFERENT SUBSTRAMS::: •: ••. •• ••• •• ••• • • • • • • • • • • • • • • • •• • • •• • • • 00 • • • • • • • • • • • • ••• • • • ••• • • Manufacturing, Inc 1745 W. 33rd Roe. ledmh, Florida 33012 Ph: (305)36h0952 Fax:(305)828-5118 L,DRAWING No. :�D01-15 T I111111� DATE:05/17/16 —� SCALE: N.T.S. FRANCIS 0 HERNANDEZ FEORIDA PE � 51393 SHEET 24 OF 26 EXTERIOR III III I INTERIOR WHIM' ME I 2rlc� .a_. p EMBEDMENT I f p FOR 1/4' SHIM SPACE F 5/16' O ULTRACON (Fy-155 kai, Fu 188 W USE NON—SHRINK,NON—METAC KSI) WITH 1 3/4' MIN. EMBEDMENT INTO 5 KSI HYDRAULIC CEMENT CONCRETE. CURED AND HARDENED GROUT FOR MAX. ANCHOR SPACING SEE CONTINUOUSLY ALONG THE THRESHOLD. HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. SIDELITE SILL ATTACHMENT TO CONCRETE E LUDL UISfANCE SIDELITE SILL ATTACIiMENTTO WOOD EXTERIOR III III I INTERIOR l' MN. L11 EDGE DISTANCE II SIDELrrE SILL ATTACHMENT TO METAL STRUCTURE / MULLION TONAL WATERPROOFING. IERPROOFING DESIGN, TERM. AND INSTALLATION BY AERS. WOODEN STRUCTURE BY OTHERS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 5/16' • ULTRACON (Fy-155 kai, FU-188 KSI) WITH 1 7/8' MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. MUMI—DARE COUNTY APPROVED MULLION WITH 1/8' MIN. THICKNESS (UNDER SEPARATE NOA) OR METAL STRUCTURE WITH 1/8' MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063—T6 OR A-36 STEEL SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4' 0 KWIK—FLEX OR DRIL—FLEX GR 5 SELF ORILUNG SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. NOTE: FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6, 7, 8 AND 9 ON SHEET 1 OF 26 TYPICAL SECTIONS AT SIDELIMMLL: ATTACHMENT TO DIFFERENT S UB S:�RA FTES: • •9 • •' •• • % • a • s • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ArV—d ea C-VIY4 With &- D": NOAM ,- •,� Mi•ai Dade Produm Cmml 11G0IH.Eff��'o, \,. Gas_....... RNq JGENSF ''.2� ' No. 51393 !�r] STATE OF 4&J40 ��'�. FLORIOP.•'�G�: Manufacturing, Inc 1745 W. 33rd PW Kd4ah, Fl dit 33012 Ph: (305)364-9952 F—(305)628-5115 DRAWING No. FDO1-15 ` — 7-1 '"I.6 SCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 25 OF 26 2 # 10 BY 1" PH. PAN HEAD SMS TOP CORNER 2 # 10 BY 1 " PH. PAN HEAD SMS EXTERIOR BOTTOM CORNER DOORFRAME CORNERS SCALE: NTS IAW 0 3If 10 BY 1 1/2" PH. FLAT HEAD SMS 2 # 10 BY 1" PH, PAN HEAD SMS App•red r woyl� gti16 Wt FlotiOp Bmadim Code Mimi Ra•uet oeovt `':;�.`:;! - :=;:�iia::':�"�: Sunshine Windows ManufactuHng, Inc. n+s W. 33b wogs • Knleh. P.M.Pa =12 DOOR PANELCORNERS Fmr.(305)826 F,: (3)828-5152 —3116 SCALE: NTS z �Q H a w w Q x o p W O �a w A rn \ w w z Q •� a •• ••• • • • • •• DOOR FRAME CORISMS : ; (HANDICAP TH )• •• • • • • • • SCALE: NTS IN 28 V� 3 # 10 BY 1 1/2" PH. FLAT HEAD SMS Z nI,R 0 r G�gG.H ..E •'•.20 �.-'•�1GENSF - No. 51393 _ F STATE OF •. �if/` DRAWING No. 1111 I111,1� DATE: OS/17/18 •— Z'�--�.% SCALE: N.T.S. FRANCISCO HERNANDEZ SHEET 26 OF 26 FLORIDA PE N 51393 • • • • % • • • • • • • • • • • •• • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Ai( T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA)-.LborS www.miamidade.Qov/economv Sunshine Windows Manufacturing, Inc. 1745 W. 33' Place Hialeah, FL 33012 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 Miamj—D�elg County •Product • • • • • • Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami Dade Coujriyl rCserve •. the right to have this product or material tested for quality assurance purposes. Iftthtg Dfoduct bg nlAterial 0 •' •' fails to perform in the accepted manner, the manufacturer will incur the expense of siN � sting andThe AHJ :.... may immediately revoke, modify, or suspend the use of such product or material aijllip•their' ri4ction. • •• RER reserves the right to revoke this acceptance, if it is determined by Miami.Qad@ CoupTy •Product g • ; g g • Control Section that this product or material fails to meet the requirements of the appli&Wt buildirWde. ...... This product is approved as described herein, and has been designed to comply v �it4 jlta Florida Building . Code, including the High Velocity Hurricane Zone. 0000 • • DESCRIPTION: Series "2001" 8'-0" Outswing Aluminum Glazed French Door APPROVAL DOCUMENT: Drawing No. FD01-13, titled `'Series 2001 Aluminum Outswiig. French Door —Large Missile Impact Resistant, sheets 01 through 08 of 08, dated 05/16/13, with the latest revision "2" dated 12/09/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E., bearing the Miami —Dade County Product Control Section 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 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. 15-0204.05 and consists of this page 1 and evidence pages E-1, E- 2 and E-3, and Green Sustainable Attributes (GSA) page G-1 as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. t NOA No. 17-1226.14 Expiration Date: May 08, 2023 Approval Date: April 05, 2018 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 14-0109.06 and 02-1104.03) 2. Drawing No. FD01-13, titled "Series 2001 Aluminum French Door - Impact Resistant Glass, sheets 01 through 08 of 08, dated 04/02/08, with the latest revision "1" dated 01/20/15, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E. B. TESTS ."".1. Test report 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, Side —Hinged Door Systems, per FBC, chapter •, • • •, •.. .. 2411 3.2.1, TAS 202-94 and per AAMA 1304-02 • ; • g}vi;g with marked —up drawings and installation diagram of an Aluminum swinging • • • • • • .:...: Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. �• �•FA-7262, dated 05/15/13, signed and sealed by Marlin D. Brinson, P. E. • ; • • (Submitted under previous NOA No. 14-0109.06) 2. Test report 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, Side —Hinged Door Systems, per FBC, chapter 2411 3.2.1, TAS 202-94 and per AAMA 1304-02 along with marked —up drawings and installation diagram of an Aluminum swinging Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3399, dated 08/16/02, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1104.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with the Florida Building Code 5t' Edition (2014), prepared, dated 01/20/15, signed and sealed by Francisco Hernandez, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). orge M. Plasencia, P. E. Pr uct Control Unit Supervisor NOA No. 17-1226.14 Expiration Date: May 08, 2023 Approval Date: April 05, 2018 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer" expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and complying with FBC 5tn Edition (2014) and with AAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated 01/28/15, signed and sealed by Francisco Hernandez, P. E. 2. Department of State Certification of SUNSHINE WINDOWS MANUFACTURING CORPORATION, INC. as a for profit corporation, active and grganizeihiiider ft .. laws of the State of Florida, dated 11/24/14 and e—filed by the Sc4etary of State. .' 3. Statement letter of conformance and complying with - FQC--201Q • -amJ with • •: - AAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated-12V5/13, signed anti....: sealed by Francisco Hernandez, P. E. 0 0 9 .... :00000..... (Submitted under previous NOA No. 14-0109.06) ...... . .. ..:..' 4. Statement letter of no financial interest and independence, isguad, date,:42705/13,-0•-- signed and sealed by Francisco Hernandez, P. E. ;--: . 000 (Submitted under previous NOA No. 14-0109.06) 0 - 5. Laboratory compliance letter prepared by Fenestration Testing.l a*oratgry„ jnc., fcr e o Test Report FTL-7262, dated 05/15/13, signed & sealed by Marlin D. Br !wk-)� p. E. (Submitted under previous NOA No. 14-0109.06) 6. Laboratory addendum letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No. FTL-3399, dated 04/24/03, signed and sealed Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1104.03) 7. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No. FTL-3399, dated 08/16/02, signed and sealed Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1104.03) G. OTHERS 1. Notice of Acceptance No. 14-0109.06, issued to Sunshine Windows Manufacturing, Inc. for their Series "2001 French 8—Ft. Outswing Aluminum Glazed Door — L.M.I.", approved on 05/08/14 and expiring on 05/08/18. 2. NFRC U—Factor, SHGC, VT & Condensation Resistance Computer Simulation Report on: DDFR "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" of the series 2001 Aluminum glazed outswing French door at all members, along with attached Description Table Abbreviations in Appendix, submittal Form and Drawings, marked up by Fenestration Testing Laboratory, Inc., Simulation Report No. FTL -7625, pages 01 to 05 of 05, including Miami —Dade County NOA No. 14-0109.06 approval drawings, sheets 01 to 08 of 08, dated 12/03/13 and signed by Jose Sanchez, NFRC Certified Simulator —In — Responsible —Charge (CSIRC). (Submitted under previous NOA No. 14-0109.06) - ' - ~orge M. Plasencia, P. E. Pro uct Control Unit Supervisor NOA No. 17-1226.14 Expiration Date: May 08, 2023 Approval Date: April 05, 2018 E-2 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. FD01-13, titled "Series 2001 Aluminum Outswing French Door — Large Missile Impact Resistant, sheets 01 through 08 of 08, dated 05/16/13, with the latest revision "T' dated 12/09/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E. B. TESTS 1. None. ...... .... . . 96 G • CAL MLATIONS ...... .. ..1. • •$Ttx�e. ...... • • • , • , D.: • • • QUAQX�-ASSURANCE .. J. ..Dian —Dade Department of Regulatory and Economic Resources (RER). ...... .... .. .. E. ' MA7T=1%L CERTIFICATIONS • • • • • • 4. • Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their ; • • • • ; . • "Tj;sifol Ultraclear, Clear and Color PVB Glass Interlayers" expiring on 0000 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 61 Edition (2017), dated 12/09/17, prepared, signed and sealed by Francisco Hernandez Arces, P.E. G. OTHERS 1. This NOA revises NOA 415-0204.05, expiring on 05/08/18. %forge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-1226.14 Expiration Date: May 08, 2023 Approval Date: April 05, 2018 E-3 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami —Dade County, Department of Regulatory and Economic Resources (RER), Product Control Section (PCS). (Submitted under previous NOA No. 14-0109.06) .g - IT—FACTi3R. (TA1ERML TS1tASMITTAE) BTIJI HR FT2 Ur+ ,, • M _.. .• ID No. Simulation Report No.: Product Description Glazing Components: G';'•' U—Value G.9: •SHGC • 01-00 FTL-7625 DDFR 3/16 Clear • • 1.0;• :0.57 01-01 3/16 Solar Bronze "'; • 1.07* ' •0.46 01-02 3/16 Solar Gray "• • • 1.07 0.43 . 01-03 3/16 Solex La- ..0.45 01-04 114 Clear 1.0 0.56 01-05 1/4 Solar Bronze 1.09 • •0.44 01-06 1/4 Solar Gray 1.07 0.41 01-07 1/4 Solex 1.0; 0.43 • 03-00 1/8—SB60/ 0.090 PVB 1/8 clr. . 1.OV ••0.32 . 04-00 1/8 Solar gray/ 0.090 PVB 1/8—SB60 '.. • 1.03 . 0.31 05-00 1/8 Solar gray/ 0.090 PVB 1/8—SB70XL 1.01. . 0.27 (Submitted under previous NOA No. 14-0109.06) Le end Abbreviations: Description: PVB Poly Vinyl Interlaer clr. Clear Glass SB60 PPG Solarban 60 or 70 @ #2 Surface Typical SB70XL PPG Solarban 60 or 70 @ #2 Surface Typical (Submitted under previous NOA No. 14-0109.06) G orge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-1226.14 Expiration Date: May 08, 2023 Approval Date: April 05, 2018 G-1 v _ 5" 12" MAX. MAX. ' 1 I I l 16 6 25 7/8 MAX. D.L.O. WIDTH 6 133 W / U x / w / = �o en � A\ - \ N 6 E \ io aA/ x 2 STRIKE PLATES A \N :INTERLOCK AILS ON SHE 5"I 12" 512" 16 MAX. MAX. • MAX. SEE CLUSTER DETAILS ON SHEET 2 OF 8 37" _ 72" MAX. DOOR FRAME WIDTH MAX. DOOR FRAME WIDTH ELEVATIONS INDEX OF DRAWINGS i OF 8 DOOR ELEVATIONS, DESIGN PRESSURES CHART, GENERAL NOTES AND INDEX OF DRAWINGS. 2 OF 8 : INTERLOCK CLUSTERS DETAILS 3 OF 8 TYPICAL HEAD SECTIONS. 4 OF 8 TYPICAL JAMB SECTIONS. 5 OF 8 TYPICAL SILL SECTIONS. 6 OF 8 : HORIZONTAL SECTIONS & INSTALLATION NOTES. 7 OF 8 VERTICAL SECTIONS & MATERIAL LIST. 8 OF 8 CORNER DETAILS. ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . .... ....... . ER • GENERAL NOTES: . •. OF 8 • • .• • • •• • • • 1.: THIS a%5UCTVEET3 TVLP RE(;UIR:MENTS OF FBC 5TH EDITION (2014) •� • AND WC 6TH EDITION (QO1197).• • 2•- SHUTTERS ARE NOT REQUIRED. 3.- REFERENCE TEST REPORT FTL - 7262 DATED ON 4/15/2013. • • 4•- L'LjST1%jDA4A10,j Ct Raj TOjr}STALLATION NOTES ON SHEET 6 OF 8. SEE I�J�1EF�f�2 OF 8 AND ALSO TYPICAL DETAILS ON SHETS 3.4.A5.OF•8.• • • 5.- 000 • • • • • • • 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 6.- WOOD HOST STRUCTURE SHALL BE SOUTHERN YELLOW PINE G = 0.55 OF GREATER DENSITY. e 7,- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY n WITH THE FOLLOWING REQUIREMENTS: a - CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm' = 2000 PSI MIN. 8.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". ALUMINUM SHALL BE 6063-T6. 9.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC. 10.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy = 36 KSI MIN. II.- DOORS REQUIRING FULL USER PASSAGE SHALL COMPLY WITH EGRESS REQUIREMENTS OF FBC. 12.- COLONIAL MUNTINS CAN BE APPLIED. 13.- SEE FRAME CORNERS AND PANEL CORNERS DETAILS ON SHEET 8 OF 8. 14.- USE NON -SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. DESIGN PRESSURES DOOR LEAF DESIGN PRESSURE (PSF) MAX. DOOR WIDTH FRAME HEIGHT (NOMINAL) EXT. (+) INT. (-) 3'-0" 77.13 77.13 8'-0" 2'-6" • 80.00 89.13 3'-0" 80.00 90.00 2'-6" • 1 80.00 1 90.00 - • - FOR DOOR LEAF UNDER 3'-0 SEE NOTE 11. FLUSH BOLTS: 1.- TOTAL OF 4 (2 AT ACTIVE LEAF AND 2 AT INACTIVE LEAF AT HEAD AND AT SILL OF EACH). 2.- ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN ORDER TO ACHIEVE THE DESIGN PRESSURES SHOWN ON CHART. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.14 Expiration Date 05/08/2023 By ,. z. __.... MI -I -Dade Product Control 1``111; 111111, /, / ro 4, .•'\G('-NSF C1 51393 Q'•, STATE OF CC/� •,, `s,S . �aG ')NA1- ,1111111"" FRANCISCO HERNANDEZ `^ FLORIDA PE If 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Piaee Haleeh, Flaldc 3MI2 Ph: (305)364-9952 Fov:(305)628-5118 n w N U U v 30 a o � pQF N U W m m 0 o e U w OT i 0 I N DRAWING No. FD01-13 DATE: 05/i6/13 SCALE: N.T.S. SHEET 1 OF 8 DOUBLE DOOR CENTER LINE i 5/16'� ULTRACONS 1 3/4" MIN. EMBEDMI :ONCRETE. CLUSTER DETAII, FOR ATTACHMENT'CO CONCRETE WITH OR W/O WOOD BUCKS AT FRAME HEAD AND FRAME SILL DOUBLE DOOR CENTER LINE 5/16' 0 ULTRACONS I 4 - 1/4"0 KWIK-FLEX 1 7/6" MIN. EMBEDMENT SELF DRILLING SCREWS HOOD. I THROUGH METAL WITH MIN. 3 THREADS BEYOND THE 4 4"1 4", 4 SUBSTRATE. CLUSTER DETAIL CLUSTER DETAIL FOR ATTACHMENT TO WOOD FOR ATTACHMENT TO METAL AT FRAME HEAD AND FRAME SILL AT FRAME HEAD AND FRAME SILL INTERLOCK CLUSTERS •\`cO HFR''�•, CEN- • • • • - o. �1393 - PRODUCT RE VISED - * ' (Y= as comp)ying with the Florida-�7"1$ Building Code NOA-No. 17•:226.14 STATE OF !!�� • • • • Expiration A6teO5 812023 'i�S VA • • • • • • • �16am e� rode contra FRANCISCO kIt<RNANDEZ FLORIDA PE 51393 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Manufacturing, Inc 1745 W. 33rd PI.- K.I"h, FI.M. 33012 Ph: (305)364-9952 Faz:(305)828-51IS 5 DRAWING No. FD01-13 DATE: 05/16/13 SCALE: N.T.S. SHEET 2 OF 6 2 1/2- MIN ' EDGE DISTANCE a EXTERIOR ... . . • • • . . . .. .. .. . . .. . . . . . . . . . . . . .... ....... . 1/4" 0 ULTRACON WITH 1 3/4" MIN. 1/4" 0 ULTRACON WITH 1 3/4" MIN. 1/4" 0 KWIK FLEX SELF DRILLING EMBEDMENT INTO CONCRETE. 2 1 2' EMBEDMENT INT.p0%ONC 14E. ,•• • • • • • • • SCREWS THROUGH METAL . FOR MAX. ANCHOR SPACING SEE MINFOR MAX. ANCIJOR•SPA ING 4F • • • • • WITH MIN. 3 THREADS BEYOND ELEVATIONS ON SHEEP 1 OF 8. FOR ELEVATIONS ON•yFIEET i OF B. F®R • • 1" • • THE SUBSTRATE. EDGE DISTANCE • • MIN. • • FOR MAX. ANCHOR SPACING CLUSTERS USE 5 /16" 0 ULTRACONS. CLUSTERS USE ([16� F B.4F y5. • SEE CLUSTER DETAILS ON SHEET 2 OF 8. I�YI SEE CLUSTER DETAILS A. SHEET OF• ✓�. �•D• SEE ELEVATIONS ON SHEET 1 OF B. SEE CLUSTER DETAILS ON SHEET 2 OF 8. Sunshine Win a K7 d • • • • • • • '1 -- — -- a <r • _... •• • • • • • • • • • 1" BY WOOD BUCK BY � a OTHERS MUST BE a v= PROPERLY SEALED AND ANCHORED TO 4 T' .I 4 T TRANSFER LOADS TO THE STRUCTURE AND II (I METAL STRUCTURAL MEMBER BY 7/8" MIN APPROVED BY BUILDING I I 7/8" MIN. I I OTHERS SHALL BE MINIMUM 18 FLUSH BOLT OFFICIAL PRIOR TO DOOR INSTALLATION. I I FLUSH SOLT I I GAUGE AND SHALL WITHSTAND ENGAGEMENT I I ENGAGEMENT I I ANCHOR SHEAR FORCES. INTO FRAME I I INTO FRAME I I INSTALLATION SHALL BE THROUGH 1" X 5/8" I I THROUGH 1" X 5/8" I I APPROVED BY BUILDING HOLE. HOLE. OFFICIAL PRIOR TO DOOR INSTALLATION. INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR ATTACHMENT TO CONCRETE THROUGH 1 X WOOD BUCK 1" MIN. f- E—D -1 MIAMI-DARE COUNTY APPROVED MULLION. 1/8" MIN. THICKNESS. (UNDER SEPARATE NOA) �a ATTACHMENT TO CONCRETE WITHOUT WOOD BUCK 1 1/4" 1/4" 0 KWIK FLEX SELF DRILLING E.D. SCREWS THROUGH METAL i MIN. - — WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF 8. 1/4" 0 ULTRACON WITH 1 1/2"- MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. FOR CLUSTERS USE 5/16" 0 ATTACHMENT TO METAL STRUCT. N 1 WOODEN STRUCTURE OR 2 X WOOD BUCK (BY OTHERS). WOOD I BUCK MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS --- -'- TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW a INSTALLATION. l �z I I '--7/8" MIN. ULTRACON. SEE CLUSTER DETAILS ON I I I I FLUSH BOLT SHEET 2 OF 8. i ( L-7/8" MIN. I I ENGAGEMENT I I INTO FRAME FLUSH BOLT I I THROUGH 1" X 5/8" I I ENGAGEMENT FRAME T INTO HOLE. THROUGH i" X 5/8" INTERIOR EXTERIOR HOLE. EXTERIOR TYPICAL HEAD SECTIONS INTERIOR ATTACHMENT TO MULLION ATTACHMENT TO WOOD PRODUCT REVISED as complying with the Florida Building Code N0A -No. 17-1226.14 Expiration Date 05/08/2023 Miam -DaM Product ontro r \\o�'c'�'I HERN7��': ` �P.•'• 11.E �; �-'tln-tiiM3 ssjONA� �t?�. FRANCISCO HERNANDEZ FLORIDA PE # 51393 Manufacturing, Inc 1745 W. 33rd Place H.I.h, Florida 33012 Ph: (305)364-9952 Fa (305)828-5118 d1 0 ~ Aa U U o w � o�w N�a V1 �acn En 0� a a DRAWING No. FD01 —13 DATE: 05/16/13 SCALE: N.T.S. SHEET 3 OF 8 1" X WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND WOODEN STRUCTURE OR APPROVED BY BUILDING OFFICIAL PRIOR TO 2 X WOOD BUCK (BY OTHERS). ° n DOOR INSTALLATION. WOOD BUCKS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING I 1/4" 0 ULTRACON WITH 1 3/4" MIN. 1 EMBEDMENT INTO CONCRETE. SYSTEM LOADS TO THE STRUCTURE I FOR MAX. ANCHOR SPACING SEE ELEVATIONS AND SHALL BE APPROVED BY _ _ 1 ON SHEET 1 OF 8. BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION 1 MIN4 INTERIOR 1/4" 0 ULTRACON WITH 1 1/2" — MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCSEE ELEVATIONS ONHOSHEETANG II OF 8. 1 MIN. '.e9uaoa4r �- c MIAMI—DADE COUNTY ^ 5 1J ;i 6L �_ ° APPROVED MULLION v �za �2w Q a EXTERIOR (UNDER SEPARATE NOA) w HIM FLEX SELF IROUGH MAX. (TYP) SCREWS TH—H-1/4 METAL WITHING MIN. I 3 THREADS BEYOND THE SUBSTATE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET i OF 8. ATTACHMENT TO CONCRETE / MASONRY THROUGH I X WOOD BUCK 1/4" SHIM INTERIOR MAX. (TYP) LL 1/4" 0 ULTRACON WITH 1 3/4" MIN. EMBEDMENT 1/4" SHIM _ 5 EXTERIOR INTO CONCRETE. MAX. (TYP) FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON ATTACHMENT TO MULLION SHEET 1 OF B. INTERIOR iN ��w EXTERIOR N C7 w P ATTACHMENT TO CONCRETE / MASONRY WITHOUT WOOD BUCK 1/4" SHIM rMAX. (TYP) INTERIOR EXTERIOR ATTACHMENT TO WOOD - METAL STRUCTURAL MEMBER BY OTHERS SHALL BE MINIMUM 18 GAUGE AND SHALL WITHSTAND ANCHOR SHEAR FORCES. INSTALLATION SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4" 0 KWIK FLEX SELF DRILLING SCREWS THROUGH METAL WITH MIN. ;i 3 THREADS BEYOND THE SUBSTATE. FOR MAX. ANCHOR SPACING SEE I ELEVATIONS ON SHEET 1 OF 8. THI_ INTERIOR Z p Ap� . g w .......... •• ••• • 0 • .4 EXTERIOR • • •;dT!OHMI3NT TO METAL STRji . ts` TYPICAL JAMB SECTIONS PRODUCT REVISED Ne 51s93 as comp)ying with the Florida - Building Code • • • • • • • �1bA No. • 17-f226.14 � • • • • • O STATE OF ExpiratioRDat•OSloa/2023 � ,�, •.. � �,. • • • �Yllam D—F s F�duc�$oniroi- FRANCISC6�Hii Ezo ` FLORIDA PE 93 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Manufacturing, Inc 1745 W. 33rd Pf.- Mok.h. Flof& 33012 Ph: (305)384-9952 Fox:(305)828-5118 0 DRAWING No. FD01-13 DATE: 05/ 16/ 13 SCALE: N.T.S. SHEET 4 OF 8 HIGH STRENGTH GROUT. HIGH STRENGTH GROUT. MUST BE MIN. 3 KSI. I I MUST BE MIN. 3 KSI. NON SHRINK, NON METALIC I I NON SHRINK, NON METALIC PER ASTM C1107. I I II PER ASTM C1107. EXTERIOR i i INTERIOR EXTERIOR III 14 " 7/8" MIN. FLUSH BOLT ENGAGEMENT INTO MI" 7 8" MIN. Ef THROUGH X 5/8" ° ° ° ° FLUSH BOLT HOLE. a ENGAGEMENT z INTO FRAME ULTRACON WITH 1 3/4" MIN. THROUGH 1" X 5/8" EMBEDMENT INTO CONCRETE. HOLE. 41 - FOR MAX. ANCHOR SPACING SEE n a ELEVATIONS ON SHEET 1 OF 8. FOR ° CLUSTERS USE 5 /16" 0 ULTRACONS. SEE CLUSTER DETAILS ON SHEET 2 OF 8. ATTACHMENT TO CONCRETE METAL STRUCTURAL MEMBER BY OTHERS SHALL BE MINIMUM HIGH STRENGTH GROUT.— 18 GAUGE AND SHALL MUST BE MIN. 3 KSI. WITHSTAND ANCHOR SHEAR NON SHRINK, NON METALIC I I FORCES. INSTALLATION SHALL PER ASTM C1107. I I BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR I I I I INSTALLATION. EXTERIOR II INTERIOR ... . . ... . . % .. . . . % .. . . . . . . . . . . ... . . . . ... . . • • • • • • 00 II • • • • . • . • • • • • • • • • • • • r Win OPTIONAL WATERPROOFING. WATERPROOFING DESIGN, MATERIAL AND INSTALLATION BY OTHERS. WOODEN STRUCTURE OR 2 X WOOD BUCK (BY OTHERS). WOOD BUCKS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION 1 1/4 \---1/4" 0 ULTRACON WITH 1 1/2" MIN, EMBEDMENT INTO WOOD. MIN. EDGE DIST. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. FOR CLUSTER USE 5/16" 0 ULTRACONS. SEE CLUSTER DETAILS ON SHEET 2 OF 8. ATTACHMENT TO WOOD 7/8" MIN. FLUSH BOLT TYPICAL SILL SECTIONSINTO fFBEYOND ENGAGEMENT FRAME 1/4" 0 KWIK FLEX SELF THROUGH 1" X 5/8" DRILLING SCREWS THROUGHHOLE. METAL WITH MIN. 3 THREADS THE SUBSTRATE. FOR MAX. ANCHOR SPACING __ SEE ELEVATIONS ON SHEET 1 OF 8 AND MIN. EDGE DIST. CLUSTER DETAILS ON SHEET 2 OF 8. ATTACHMENT TO METAL. GLAZING DETAIL 0.090" TROSIFOL PVB IN5-A' BY KURARAY AMERICA. 1/8" HEAT — STRENGTHENED --- 1/8" HEAT GLASS STRENGTHENED GLASS EXTERIOR ARCHITECTURAL PERIMETER TRIM (OPTIONAL) 1 /2" GLASS BITE (MINIMUM) PRODUCT REVISED as complyI" with the Florida Building Code NOA-No. 17-1226.14 Expiration Date 05/08/2023 By Miarr l-Dads Product Contro �...• �,,,....,,r- ••, Off_ N 51393 C1 STATE OF !(�\ FRANC1 01 HNDEZ FLORIDA PE # 51393 Manufacturing, Inc 1745 W. 33rd P1... Flo mi-h. rid. 33012 Ph: (305)3E4-9952 F—(305)829-5119 DRAWING No, FD01-13 DATE: 05/16/13 SCALE: N.T.S. SHEET 5 OF 8 DOUBLE DOOR FRAME WIDTH INSTALLATION NOTES 1.- FOR ANCHORS MAX. SPACING SEE DOOR ELEVATION ON SHEET 1 OF 8. 2.- FOR CLUSTER DETAILS SEE SHEET 2 OF 8. FOR CLUSTERS USE ALWAYS 5/16" 0 ULTRACONS BY ELCO. 3.-FOR ANCHOR TYPE AND INSTALLATION DETAILS SEE TYPICAL SECTIONS ON SHEETS 3, 4, & 5 OF 8. 4.-FOR ATTACHMENT TO CONCRETE THROUGH 1" X WOOD BUCK (EXCEPT IN CLUSTERS) USE 1/4" 0 ULTRACONS BY ELCO WITH 1 3/4" MIN. EMBEDMENT INTO SUBSTRATE AND 2 1/2" MIN. EDGE DISTANCE. 5.-FOR ATTACHMENTE TO CONCRET WITHOUT WOOD BUCKS (EXCEPT IN CLUSTERS) USE 1/4" 0 ULTRACONS BY ELCO WITH 1 3/4" MIN. EMBEDMENT INTO SUBSTRATE AND 2 1/2" MIN. EDGE DISTANCE. S.-FOR ATTACHMENT TO WOODEN STRUCTURES OR 2" X WOOD BUCKS (EXCEPT IN CLUSTERS) USE 1/4" 0 ULTRACONS BY ELCO WITH 1 1/2" PENETRATION INTO SUBSTRATE AND 1 1/4" EDGE DISTANCE. 7—FOR ATTACHMENT TO STEEL MEMBERS (18 MIN. GAUGE) OR ALUMINUM MEMEBERS (1/8" MIN. WALL THICKNESS) USE 1/4" KWIK-FLEX SELF DRILLING SCREWS INCLUDING CLUSTERS. •• ••• • • • • • •• • •• • • • • % • 8.—USE HIGH STRENGTH, NON SHRINK NON METALLIC PRODUCT REVISED GROUT (MIN 3 KSI) BETWEEN DOOR SILL AND HORIZONTAL SECTIONS• • a: --dying with the Florida • • • • • • • guildmg C6de • CONCRETE SLAB CONTINUOUSLY ALONG SILL. • • NOA-Nog 6 1a7-1326.14 • • • • • Expijption p.t• 451 /2023 . • .. .. •a ._. Mia�-D�roduc • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Manufacturing, Inc. 1745 W. 33.d Ploa. Hialeah. FWWo 33012 Ph: (305)364-9952 Fax:(305)828-5118 F-� Q `1 FM H Q E5zu QW� C C � W N F LYr Q a .:')3 Z N -u '. DRAWING No. �p�•, T Eof •: FD01-13 �� Fr.amn�. ' G DATE: 05/16/13 SS�ONAl1EN�` SCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 6 OF 8 SEE NOTE 1 ON SHEET 7 OF 8 U 4>; II II 16 1 EXTERIOR SEE NOTE 1 ON SHEET 7 OF INTERIOR LAMINATED I-M.I. RESISTANT GLASS (1/8" H.S. GLASS + 0.09 TROSIFOL PVB + 1/8" H.S. GLASS) BY KURARAY AMERICA VERTICAL SECTIONS NOTE: 1.- 7/8" MIN. FLUSH BOLT ENGAGEMENT. ... . . . ... . . . • • .. . . . . • .. . . . . . . . . . . ... . . . . ... . . • • • • W ERIAL• -LIST • • No PART • • 01Y • • • PIRT DESCOPTIt1N • • MATERIAL 1 GAS-46913 • •l • • • • • • 4'RAME HE3kD • 6063-T6 2 GAS-46912 2 FRAME JAMB 6063-T6 3 GAS-46915 1 FRAME SILL 6063-T6 4 GAS-46914 4 • • • ANF,. OP IND 0 OM•RAIL 6063-TS 5 GAS-46910 4• • • • • • L• I • 6063-T6 6 GAS-46917 3 /•LEAVE • • • • • IMNG! • 6063-T5 7 GAS-46916 1 ADAPTER 6063-T5 8 GAS-40928 AS REO'D FLAT FILL COVER 6063-TS 9 GAS-46911 OPTIONAL PERIMETER TRIM 6063-T5 10 1LY73 AS REQ'O / 10 X 1" SCREWS GRADE 5 STEEL 11 IMB16 AS REO'O / 10 X 1 1/2" SCREWS GRADE 5 STEEL 12 SEALANT AS REQ'D DOW CORNING 899 SILICONE 13 W33321 NK0020 AS REO'D ULTRA FIN WEATHERSEAL BY ULTRAFAS .187 X .320 POLYPROPYLENE 14 RA-209OL3RZA838P 1 LOCK (LATCH) ZINC 15 RA-209DZIABBP 1 LOCK (DEAD BOLT) ZINC 16 FLUSH BOLTS 2 / LEAVE FLUSH BOLTS ZINC / STEEL 17 X109HT-100 AS REO'D D SECTION FOAM RUBBER SEAL EPOM 0 .07s" r U 00 5.00 I 5.00 J I 5.00 o o N 687 00 M 0 o h F-—.9 08"062" 4.00 1 1 4.375 IU oe PRODUCT REVISED as com lying with the Florida Building Code NOA-No. 17-1226.14 Expiration Date 05/08/2023 BY 11 ..-, . MIamV-Dads product Control _ Nu. 5137"f p srATe of (� '//S,ONAL1`�� FRANCISCO HWANDEZ FLDRIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Pi — Hialeah. n ddo 33012 Ph: (305)364-9952 Fax:(305)626-51 I I 0 N DRAWING No. FD01-13 DATE: 05/16/13 SCALE: N.T.S. SHEET 7 OF 8 TOP CORNER 2 # 10 BY 1" PH. PAN HEAD SMS �—� R 2 2 # 10 BY 1 1/2" PH. FLAT HEAD SMS 2 # 10 BY 1 1/2" PH. FLAT HEAD SMS o � a 2 # 10 BY 1" PH. PAN HEAD SMS BOTTOM CORNER DOOR FRAME CORNERS SCALE: NTS BOTTOM CORNER ••• ••4DOOR-'ANFEL CORNERS • • • • • • • • • SCALE: NTS • •• • • • • ••• • PRODUCT REVISED as complying with the Florida Building Code • • • • • • • • •�p-,e, • 174226.14 • • • • • Lxpiratio• Date • • • MR. 'D odu Control • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 0 - u:•. slses 7�-�0•• STATE OF ((�•: /0NAL ��.. FRANCISC61 RERNAWEZ FLORIDA PE # 51393 Manufacturing, Inc 17E5 W. 33rd Place Kxd-h. Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 DRAWING No. FD01-13 DATE: 05/16/13 SCALE: N.T.S. SHEET 8 OF 8 I It MIAM -DADE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 S W 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) —1aj prd-h . www.miamidade.2ov/economv Sunshine Windows Manufacturing, Inc. 1745 W. 331 Place Hialeah, FL 33012 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 Co1Jnty Prouc4 jeontrol G 0 0 0 Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dade'GoE4n ) reserve the right , • to have this product or material tested for quality assurance purposes. If this pr®dxot: ©r maferi alefa.ils to o o o: o perform in the accepted manner, the manufacturer will incur the expense of such tc•9t•v and the AHJ maN• • immediately revoke, modify, or suspend the use of such product or material withir1t1t6tjurisd¢jiq[CG RER' • reserves the right to revoke this acceptance, if it is determined by Miami -Dade tbul5 , Protluct Contror•;••. Section that this product or material fails to meet the requirements of the applicableo UK g code. • This product is approved as described herein, and has been designed to comply e Florida Auilding G• o Code, including the High Velocity Hurricane Zone.- o 0 0 9„ 0 ...... DESCRIPTION: Series "2000" Aluminum Single Hung Window — L.M.I. o o o s o APPROVAL DOCUMENT: Drawing No. SH08-01, titled "Series 2000 Aluminum Single I:goImpact Resistant Glass", sheets 1 through 6 of 6, dated 04/02/08, with revision No. 3 dated 09/04/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 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. TERNIINATION 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. 14-1224.08 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. } "NOA No. 17-1017.04 MIAMFD NTY t Expiration Date: April 2019 Approval Date: December 21, 2017 Page 1 ..0000 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NO.4 No. 08-0219.03) 2. Drawing No. S1108-01, titled "Series 2000 Aluminum Single Hung Impact Resistant Glass", sheets 1 through 6 of 6, dated 04/02/08, with revision No. 2 dated 12/05/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B!••••TEST 1.t 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 • ; • ttgg with marked -up drawings and installation diagram of a series 2000 aluminum s�js •le hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports •• FTL-5253, dated 10/02/07 and FTL-5252, dated 08/17/07, both signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 08-0219.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tt' Edition (2014), prepared by manufacturer, dated 12/10/14, signed and sealed by Francisco .Hernandez, P.E. 2. Glazing complies urith ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-091.6.10 issued to Kuraray America, Inc. for their "Butacite@ PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Pecora Corp. Part No. Pecora 895 EPDM exterior glazing gasket complying with ASTM C 794-30 psi, ASTM D412-Tension of 550 psi, ASTM D 624-40 lb./in., ASTM D 2240-Hardness Shore A 27 Durometer, ASTM C 510-None, ASTM D 471- 70 HRS 257'F and ASTM D 3835-3.0 HRS 180°F, ASTM C 719-±50%, ASTM D 3960-12 g/L. ASTM C 679-3hrs. 7 to 14 days, ASTM C 639-Nil. E-1 Manuel Perez, .E. Product Control xa ner NOA No. 17- 17.04 Expiration Date: April 24, 2019 Approval Date: December 21, 2017 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying «7th FBC 511 Edition (2014) and of no financial interest, dated 12/28/14, signed and sealed by Francisco Hernandez, P.E. 2. Department of State Certification of SUNSHINE WINDOWS MANUFACTURING CORPORATION, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 11/24/14 and filed by the Secretary of State. 3. Statement letter of conformance, complying ;A ith FBC-201.0 and of no financial interest, dated 03/12/12, signed and sealed by Francisco Hernandez, P.E. (Submitted under NOA No.12-0320.07) 0000 • .. • 4. Laboratory compliance letters for Test Reports No. FTL-5253 -,dated 1 QtI Q/CV and * . FTL-5252., dated 08,128/07, both issued by Fenestration TeSW'Laborator Inc.»see @ . ...... ...... signed and sealed by Carlos S. Rionda, P.E. • (Submitted under NOA No.08-0219.03) • • • • • G. OTHERS 1. Notice of Acceptance No. 12-0320.07, issued to Sunshine WiNd'o N Mar%ufacjuring.....:. Inc. for their Series "2000" Aluminum Single Hung Window ; L.W.I., affl?U ed on:.... 05/17/12 and expiring on 04/24/18. '..• ; ' ... 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Draining No. SH08-01, titled "Series 2000 Aluminum Single Hung Impact Resistant Glass", sheets 1 through 6 of 6, dated 04/02/08, with revision No. 3 dated 09/04/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Manuel Pere 'P Product Control Ex er NOA No. 17-1 7.04 Expiration Date: April 24, 2019 Approval Date: December 21, 2017 E-2 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01. issued to Kuraray America, Inc. for their "Trosifol@ Ultraclear, Clear and Color PVB Glass Interlayers" dated 01 /19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017). dated •... September 10, 2017, signed and sealed by Francisco Hernandez. P.E. • • • • • •2. • Prorosal No. 17-0814R issued by the Miami -Dade County Product Control Section, • • :. '. d-Aed 12/08/17, signed by Manuel Perez, P.E. ...... .... 3. "Vmail from manufacturer requesting a 1-year extension to allow time to perform • • •10* Ification test, dated 12/15/17, signed by Noel Martinez, -Assistant Manager, Ori •• •.SYfishine Windows Mfg. Inc. ..... .. . .... ...... .... G. OTII..YRS' • •• •. . • . 1. ; • Wcitice of Acceptance No. 14-1.224.08, issued to Sunshine Windows Manufacturing; •. • •; Inr.. for their Series "2000" Aluminum Single Hung Window - L.M.I., approved on • • • • @4709.%15 and expiring on 04/24/ 18. 2. One year approval, subjected to successful verification test. Manuel.Perez, Product Control ExaiWer NOA No. 17-1017.04 Expiration Date: April 24, 2019 Approval Date: December 21, 2017 E-3 HEAD ANCHORS SEE.- CHART 44" j10"MAX. a I Al I A2 iV a 0 -[-J-- --] 10"MAX. I• _ -+J-l- WINDOW WIDTH TIP.ICA1, ELEVATION I OVER I GENERAI. NOTES: MAY BE USED WINE) I,OAD A.S.H. FACTOR NOTE: THE DESIGN PRESSURES SHOWN ON THESE CHARTS ARE FOR ALLOWABLE STRESS DESIGN. FOR WIND LOADS CALCULATED BASED ON "ULTIMATE WIND SPEED" AS DETERMINED FROM ASCE 7-10 OR IBC 2015 THE VALUES SHOWN ON THE TABLES SHALL BE MULTIPLIED BY 0,6. 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014) AND FBC 6TH EDITION (2017). 2.-• SHUTTERS ARE NOT REQUIRED. 3.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 4.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 2 THRU 4, 5.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. CMU AS PER ASTM C90. CMU MUST 6E 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. FILLED CMU Fm' = 2000 PSI MIN. 6.- USE. NON -SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/Cl lO7M STANDARD SPECIFICATION FOR PACKAGED DRY. 7.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. 8.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy = 36 KSI MIN. 9.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". ALUMINUM SHALL BE 6063-T6. 10.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR'TO DOOR INSTALLATION. II.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC 6TH EDITION (2017). CLASS: 0 340" OVERALL LAMINATED GLASS USING TWO LITES OF 0:125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR. DESIGN PRESSURES CIIAR'C -PSF WINDOW DIMENSION ANCHOR SCHEDUIX DISIGN PRESSURE-PSF WIDTH IIEIGIIT PER ISIEAU AND ILT. PIiR JAM¢ EXT. INT. 19 1/8" 26" 3 --. 3 4 6 j 90.0 90.0 26 1 /2" 90.0 90.0 37" 53 1/8" 90.0 90.0 75.0 75.0 19 1/8- 38 3/8" 3 4 90.0 90.0 37" 3 90.0 90.0 4 90.0 90.0 53 1/8- 6 75.0 75.0 19 1/8', 50 5/8" 3 6 90.0 90.0 26 1/2" 3 90.0 90.0 37" 4 90.0 90.0 53 1/8" _ 6 75.0 75,0 19 1/8" 63" 3 75.0 7510 26 1/2" 37" 3 75.0 75.0 75.0 75:0 75.0 75.0 4 53 1/8" 6 19 1/8" 74 1/4° 3 _.-.. 3 --... 4 75.0 75.0 75.0 _..... _....... 75.0 26 1 /2" 37" 75.0 75:0 53 1/8" 6 66.2 66.2 •• ••• • • • • • •• P :. F REW.SF€T .�, z1� f� .. t�3r�1•c • • • • • r. 1 :� 3:. 1 � f�l f • i • • • • • • • • • • .G`SGoeN No. 51393 )-. -+AW- f \411 "(f11�1 1t1r`� FRANCISCO HERNANDEZ FLORIDA PE # 5-1393 Manufacturing, Inc 1745 W. 33,d PI... ryinboh, Fbdda 33012 Ph: (305)364-9952 FQ.:(305)828-5118 DRAWING No. SH08-01 DATE: 04-02-08 SCALE: 1 2"=1" SHEET i OF 6 ... . . . ... . 2 1/2" MIN. 2 1/2" MIN 1/4" ULTRACON 1 3/4" MIN, EMBEDMENT INTO COPRETE THROUGH 1 BY WOOD BUCK. • • 000 (FOk MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHAR1 ON SHEETS I OF 6). TYPICAL FOR HEAD. • • • • • 1*11'All, At ATTACHNIENIT TO CONCRETE TYPICAL ANCHORS 1" 1/4" SMS GR5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER MIN. OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6. p TYPICAL FOR HEAD. DETAIL A3 ATI•ACHMENT TO METAL STRUCTURE DF,TAR, (STEEL OR ALUMINUM 1/8" MIN, THICKNESS) TYPICAL HEAD SECTIONS -1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS •RIVER TO ELEVATION AND DESIGN PRESSURES CHART •CJjJ SHEET •1 OF 6). • PIGAI• FC: HEAD. 2 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL. BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. Dh.l AlL A2 ATTACIIMENT TO WOOD —1/4" SMS GR5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6. 1" TYPICAL FOR HEAD. MIN. fMIAMI-DADE COUNTY APROVED —MULLIDN. (UNDER SEPARATE APPROVAL) I II DCTAII, A4 ATFACHMENT TO MLILLH)N (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) �e a�n F4_ ng 14Pz Ehx FLrs£,cQR 11,01ramf lUt}y�y� p Manductudng, Inc 174$ W. 33rd Pl— LGnkan, FWd. 33Ot2 Ph; (NS)364-9952 fox:(305)828-5118 R o a- a f 0 o a zw �F zw z 1111111111 /),/ S � > V N> tJ N � n 4 : • '. f�J o p. No 51,1D3 - o O1 0 AMA DRAWING No.'/!')a1 JH` DATE: 04_ 02-08 SCALE: FRANCISCO HERNANDEZ SHEEP 2 OF 6 FLORIDA PE # 51393 2 1/2" MIN. I-1/4" ULTRACON 1 3/4" MIN. EMBEDMENT INTO CONCRETE (FOR MAX. ANCHOR! SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURED CHART ON SHEETS 1 OF 6). TYPICAL FOR SILL ONLY. •,'�`� 3/4" MAX. NON -SHRINK GROUT �\ ...: 1' OR 1" BY WOOD BUCK ji 2 1/2" MIN. ....- --"I 1" I MIN. 1/4" ULTRACON 1 3/4" MIN, EMBEDMENT INTO CONCRETE THROUGH T" BY WOOD BUCK OR NON -SHRINK NON-METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET i OF 6). TYPICAL FOR SILL ONLY. DETAIL Cl I)ETAII, C2 ATTACHMENT TO PRECAST SILL A7TACIINIENT TO CONCRETE ' 1/4" SMS GR5 THROUGH METAL.. 1" (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND MIN. DESIGN PRESSURES CHART ON SHEETl OF 6). TYPICAL FOR SILL. 2 AY WOOD SUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 1/4" ULTRACON BY ELCO WITH 1 1/2" MIN, PENETRATION INTO WOOD, (FOR MAX. ANCHOR 'SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6): TYPICAL FOR SILL. DETAIL. C3 A'1"PACHMENT TO WOOD MIAMI-DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) ii --=J1 �'--1/4" SMS GR5 THROUGH ME TXI_? • • • • • • • • • • (FOR MAX. ANCHOR SPAGINIAND NUM86R • • • • • • • • OF ANCHORS REFER TO PLEV4JION ANG• • • • • ++• • DESIGN PRESSURES CHART ON SHEET 1.OF+6.• • • ! _.• TYPICAL FOR SILL. • • • • • • is • • • DETAIL C4 I)FTAIL, C5 ATTACHMI NT TO MUTAL. STRU("PURE, A'f'FACHMENU TO N1111.L ]ON • (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) (STEEL OR ALUM. 1/8" MIN. THICKNESS) • • • • : • • TYPICAL SILL SECTIONS • s 1C i � � P JE4G3 � i � xr, xe#, ten Fha�ke r loll \\�11111111 I1///,/ � C�G''t1GENSE>'.'9�i i No. 5193 r " Amll.1 4- - NG FRANCISCO HERNANDEZ FLORIDA PE # 51393 Manufacturing, Inc 1745 W. 33rd Place rylaleah, Fbrida 33012 Ph: (305)364-9952 Faz;(N5)828-5118 DRAWING No. SH08-01 GATE: 04-02-08 SCALE'. 1 2"=1" SHEET 3 OF 6 ... • • • ... . . 1 /A" AAAY DETAIL DI A'1"L'ACHMENT Tq CONCRETE 1/4" MAX. SHIM SPACE /4" UI_TRACON 1 3/4" MIN. EMBEDMENT JTO CONCRETE THROUGH 1" BY WOOD BUCK iR NON SHRINK NON METALLIC GROUT FOR MAX. ANCHOR SPACING AND NUMBER IF ANCHORS REFER TO ELEVATION AND IESION PRESSURES CHART ON SHEET i OF 6). YPICAL FOR JAMBS. 1/4" SMS GR5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR JAMBS: MIAMI—DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) II II �I I _ I I II II IL.—J1 DETAIL. D4 A'rrACHM►;N'1''1'0 MULLION 2 BY WOOD BUCK BY OtIEIQS. • • • • MUST BE PROPERLY ATT V& TO* • • • TRANSFER GLAZING SYSTEM LOADS • • TO THE STRUCTURE. SHALL of 4PJJWVED • • BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 1/4" ULTRACON BY ELCO WITH 41 I•P:.Il% • • PENETRATION INTO WOOD. • • • • • • (FOR MAX. ANCHOR SPACIN* AND NUMBER • • • OF ANCHORS REFER TO ELEVATION AND* • • • DESIGN PRESSURES CHART OR SHE" * 01. 6)0 TYPICAL FOR JAMBS. Dr: 'Ail, 02 ATTACHMt_NT TO WOOD 1 /4" MAX. SHIM SPACE 1/4" SMS GR5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR JAMBS. hi i DETAIL ll3 A'T'TACHMENT TO METAL. STRUCTURE (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) GLAZING DETAIL 0.000" DUPONT BUTACITE PVB 1/8" HEAT 1/8" HEAT STRENGTHENED STRENGTHENED I I I I I 3/8- GLASS BITE (MINIMUM) I I ( SILICONE PECORA 895 TYPICAL JAMB SECTIONS 1'P OL)OC'1' t:EV {SET:I .t l{IFPII 'Ll it �u}CF fiEtf3 cuWaa �j�A4 5. N 1T 4 ' No 5139.3 AL i7 f N% j 111�� FRANCISCO HERNANDEZ FLORIDA PF. # 51393 Manufacturing, Inc 1743 W. 33,d Pl— Maboh, Florida 33012 Ph: (305)384-9952 Faz:(305)828-5118 DRAWING No, SH08-01 DAi E: 04-02-08 SCALE: 1/2"=1" SHEET 4 OF 6 .7 12 15 10 16 8 L Sunshine endows Manufacturing, Inc. 1745 W. 33,d Place •- —-- I Ph: (305)384-9952 - C......___...__ Fox:(305)828-5I18 14 i O Ln (SEE DETAILS 1 01, D2, D3 AND D4 Ci A 15 ON SHEET 4 OF 6) Z [� WINDOW WIDTH J (SEE DETAILS V Al, A2, A3 AND A4 Q (~ ON SHEET 2 OF 6) HORIZONTAL SECTION W 12 3/4" x 3/8" STEEL BAR N 4 15 14 W O g 5 --- I'' I 2 3 I _ zI 12 3 I 3 ; 3/4" x 3/e" STEEL BAR —LATCH OPTION m L) ? v O ] <v N p a z 2 N p W F 0, F I g 5 ;`.' _ z I z w ir s ~� o� 1�11!11j`'V e I `Ln I t 1 s O HER // �'i m a + m 13 I —'• •• • • • • ••• • No 51393 (SEE DETAILS __ _ 2 ' • • • ' • ' • • • • _ *.: _ "� o o+ C1, C2, C3, C4 AND C5 VERTICAL SEC1145N 1RC.OLrr w1st.F3 ON SHEET 3 OF 6) WITH TOP LOCK a rp€ss'aa • htL-;ie �ici•. �A DRAWING No. 00 • • • • • r , lhl '.- OATE:_04-02—OB VERTICALSECTION ; ;+ ' : : I SCALE: i 2"=1" • • l FRANCISCO HERNANDEZ ( FLORIDA PE # 61393 SHEET 5 OF 6 • ••• • • • • • • • • • • 0 • 0.812 I-- ^—' 2.062 —I 1.112 0.050 1 0.812 �GGG��f— 0.304 0T.395_I'f1' 0 0.1 0 2.125 I I. I50 1 J- _ FRAME HEAD $W-014 GLAZING BEAT SWW-101 MEETING RAIL SW-015 6063-T5 6063-T6 6063-TS --I 0.937 I— h-- 1.625 —I 2.127 2.314 0.062_..___0.68 O.U50 2.000 T50 �- rTjT �I--- 2.078 --1 --1 0,812 �-- I— 2.375- ........... _� FRAME SILL SW-52101 FRAME JAMB SW-011 SASH TOP RAIL SW 6i7 6063-15 6063-T5 1.890 I-1— Lr 2.750 0.062 [--f- 0.592 �0.1324 1.000 0,050 0.1 B70 0n7;- e SASH BOTTOM RAIL SW-43355 SASH SIDE RAIL SW-012 SASH BOTTON RAIL PLASTIC KOCETAL K300 6063-T5 6063-T5 SW-43353 • • •• • • ••• • • • MATERIAL IIS'1: IIFNJN IARTN RRQU. DESCRIPTION MATERIAL. 1 SW-014 1 FRAME HEAD 6083-T5 2 SM62101 • 1• • • • �RAI1E EI .L 6063-T5 3 SW-011 '— •� • :Ti�IE AlaB 6063-T5 4 %*40111110 • JD EE:ING•%Aj, 6083-T5 5 SW-017 1 SASH TOP RAIL 6063-T5 6 SW43355 i SASH BOTTOM RAIL 6063-T5 7 SW8202B 2 SASH CAM NYLON 8 SW-012 2 SASH SIDE RAIL 6063--T5 9 SW -AS AS RED ASSEMBLY SCREWS # 8X1" PH PHILUP CPS 10 SW8202A 4/VENT FACE GUIDES NYLON i) SW43353 2/VENT LATCH BOTTOM RAIL PLASTIC 12 SW1820 AS ROD SEAL PILF FELT 13 SW3257 AS ROD WEATHER STRIP BULB VINYL 14 - AS ROD SILICONt DC-899/GE-1200 15 SWW101 AS ROD GLAZING BEAD 6063-T6 16 SW540 2 SPIRAL BALANCE ALUMINUM 17 SW-667 2/VENT tATGH ZINC 18 SW3082 AS ROD WEATHER STRIP BULB VINYL 'nC+I50CF R?=.VlS7� :tt rnrc!-.:vi^y K,!F; tlu F1c?e t prm c 11 �! i ] YYb' I=Y 1tti. slam ) d n .. .t 11t1111l I11 /7� ,```\G�gGO..HF,y No 51393 SrAIF" E FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufocturing, Inc. 1745 W. 33,d Place Hloliah, Ft rlda 33012 Ph: (305)364-9952 r..:(305)828-5118 (1) a Q W h a o�W za W � H �.. U It r-4 0 07 z a 8E gg w zw zw z � z O N < n � ! i ,t!a o ao � N I a O O1 p O DRAWING No. SH08-01 DATE: 04-02--08 SCALE: i 2"=1" SHEET 6 OF 6 0 M AM 1VIIAMI-DADE COUNTY, FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION -T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE(NOA) C,44p-,r e4� www.miamidade.Qov/economv Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place '�re \,Jr r-, d' 0 yV Hialeah, FL 33017 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 Coul"OProduct Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miarjri—ARde Coun"; i eserve • : • the right to have this product or material tested for quality assurance purposes. If {his product. or Material • fails to perform in the accepted manner, the manufacturer will incur the expense of sneN testing and the AHJ , • 0000*0 ••.••• may immediately revoke, modify, or suspend the use of such product or material NX44ip their jurisdiction. . RER reserves the right to revoke this acceptance, if it is determined by Miam -j.QAdt Couitjt Product ..... Control Section that this product or material fails to meet the requirements of the applicable building-oode. • • • • This product is approved as described herein, and has been designed to comply with the Floridt•Beilding • • •';' Code, including the High Velocity Hurricane Zone. ; • • ; • ; ' . DESCRIPTION: Series 112009" Outswing Aluminum Casement Window -- L.M.I. ; • • • • • APPROVAL DOCUMENT: Drawing No. CS0941, titled "Series 2009 0iho- wKlging ;Ajemjnum • ' Casement Window — Impact Resistant Glass", sheets 01 through 06 of 06,,dated 12/03/08, with r&lSibn no. 2 dated 12/22/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E., bearing the Miami —Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. NIISSILE IMPACT RATING: Large and Small Missile Impact 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 NOA No. 144203.05 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 Jaime D. Gascon, P. E. NOA No. 15-0120.03 t Expiration Date: June 1.7, 2019 Approval Date: April 09, 2015 Page I Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-1224.10) 2. Drawing No. CS09-01, titled "Series 2009 Out -Swinging Aluminum Casement Window - Impact Resistant Glass", sheets 01 through 06 of 06, dated 12/03/08, with revision no. 2 dated 12/22/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E. B. TESTS .... 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • • • • •';' 2) Uniform Static Air Pressure Test, Loading pdgFB C, TAS 202:-94 • • 3) Water Resistance Test, per FBC, TAS 202-94 • • • • • • , • • • • 4) Large Missile Impact Test per FBC, TAS 20]00040 •. :" 5) Cyclic Wind Pressure Loading per FBC, TAN. 2090 94 : * 0 • • • • •; • • • 6) Forced Entry Test, per FBC 2411.3.2.1, and ftS0202-9# . along with marked -up drawings and installation diagram of a serves 2000 aAmmum single hung window, prepared by Fenestration Testing Labora*tory, ]�c., Test $eport ....:. No. FTL-5560, dated 09/04/08, signed and sealed by Carlos S. Rionda, P.1;.• * •' - • (Submitted under previous NOA No. 08-1224.10) • • .00. ' 0000 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by manufacturer, dated 12/22/14, signed and sealed by Francisco Hernandez, P. E. 2. Glazing complies with ASTM E1300-04/ 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 PVIi Glass Interlayer" expiring on 12/11/16. 2. Pecora Corp. Part No. Pecora 895 EPDM exterior glazing gasket complying with ASTM C 794-30 pli, ASTM D412---Tension of 550 PSI, ASTM D 624-40 lbs./ in., ASTM D 2240—Hardness Shore A 27 Durometer, ASTM C 510—None, ASTM D 471-70 HRS 257°F and ASTM D 3835=3.0 HRS 180°F, ASTM C 719---±50%, ASTM D 3960-12 g/L, ASTM C 679 3hrs. 7 to 14 days, ASTM C 639—Nil. Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 15- 0120.03 Expiration Date: June 17, 2019 Approval Date: April 09, 2015 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 51b Edition (2014) and of no financial interest, dated 01/05/15, signed and sealed by Francisco Hernandez, P. E. 2. Department of State Certification of SUNSHINE WINDOWS MANUFACTURING CORPORATION, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 11/24/14 and filed by the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010 and of no financial interest, dated 03/09/12, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No.12-0314.12) 0000 4. Laboratory compliance letter for Test Report No. FTL-5560,. dated 05/12409; issued' • • • ; • by Fenestration Testing Laboratory, Inc., signed and sealed by UAi tl WejVe1, P. E. '. . (Submitted cinder pre vious NOA No. 08-1224.10) • • .... "" •' G. OTHERS •••••• ..... 1. Notice of Acceptance No. 14-0203.05; issued to Sunshine W;EWows MailufXWing,"... Inc. for their Series "2009 Outswing Aluminum Casement Windd�v' L.M.I."; AtDroved .. • : - on 03/27/14 and expiring on 06/17/19. .....• • . . . ...... .. . . . . . .. . . .. . . Jaime D. Gascon, P. E. . Product Control Section Supervisor NOA No. 15-0t20.03 Expiration Date: June 17, 2019 Approval Date: April 09, 2015 E--2 HINGE LOCATE FLUSH AGAINST J B MAIN FRAME 5" MAX 12" MAX AT HEAD/SILL mm AT HEAD AND LL SILL OF MAIN FRAME AT HEAD/SILL CORNERS ¢Z �¢ to I C aS HINGE LOCATION AT HEAD/SILL CORNERS. II /� i 1 MAIN FRAME 0 0 0 0 SEE HINGE i� O JAMB LOCATION DETAIL. u LOCA f ION DETAIL FALSE MUNTINS MAY BE USED LaHINGE SURFACE APPLIED) z OPERATOR LOCATED A�� B ON INTERIOR WALL LOCK OF WINDOW FRAME SILL MAIN FRAME JAMB AT HINGED SILL CORNER. I1G SEE OPERATOR MAX. WINDOW LOCATION DETAIL. WIDTH = 37" MAIN FRAME 3 7/8„ SILL SINGLE VENT CASEMENT WINDOW OPERATOR LOCATION DETAIL GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). THE DESIGN PRESSURES REMAIN THE SAME AS IN THE PREVIOUS NOA IN COMPLIANCE WITH FBC 2010. 2.- SHUTTERS ARE NOT REQUIRED. 3.- HINGE LEFT OR HINGE RIGHT CONFIGURATION. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 4 THRU 6. 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm = 2000 PSI MIN. 7.- USE NON -SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE' G- 0.55 OR GREATER DENSITY. 9.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy = 36 KSI MIN. 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8-. ALUMINUM SHALL BE 6063-T6. 11.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 12.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC 5TH EDITION (2014). DESIGN PRESSURES CHART - PSF IMPACT RESISTANT GLASS WINDOW DIMENSION ANCHORS 5116" IMPACT GLASS u�aEXT. INT. WIDTH HEIGHT19 1/5- 261/2' 37' 26- rjk 3 90.00 90.00 9000 90.00 90.00 90.00 q 191/8' 26 1/2' 1. 38 3/8' 2 4 90.00 90.00 3 90.00 90.00 4 90.00 90.00 C 19 1/e' 26 1/2- 50 5/8- 2 5 90.00 90.00 3 90.00 90.00 4 90.00 90.00 ' 2 6 90.00 90.00 3 90.00 90.00 4 90.00 90.00 524' 3 34 90.00 90.00' 9000 ' 3 90.00 90.00 4 90.00 90.00 p 36'1 ' 3 5 90.00 90.00 4 90.00 90.00 24' 36- 60' 3 6 90.00 90.00 4 90.00 90.00 • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7 l2- 22-14 FRANCISCO HERNANDEZ FLORIDA PE # 51393 MOTIUfacbATIg, Inc 1745 W. 33rd Moo. KKimh. Rar(& 33012 Ph: (305)364-9952 Fox:(305)828-5118 DRAWING No. CS09-01 DATE: 12-03-08 SCALE: NTS SHEET 1 OF 6 2 5 21 18 ' MY 9 \ 21 s Os Sunshine Windows— — — — — — — — — — — — 2 E Manufaclu*, Inc, 7 1745 W. 73ro Place NhtM, Finaea 31512 1 22 I 3 4 305)364-9952 ro■:(305j•28-5118 20 3 4 I O 19 I I t 7 I C7 0 In , I Fz Z ------------ I N 12 I (� 13 14 I I p� C ►7 I � z I O V N 10 1 m 0z U00 21 — — — — — — — — — — — — — — w z m ,s VERTICAL SECTION z ,5 B1 N a O n�0 A N O Z •- N DRAWING No. PRODUCE REVISED / ' • • • m complying with coo Florida `Oode S G D 09 HORIZONTAL SECTIONS • • • --p 3 • • • • '"'"° •• • • aw fZ-22^l4' DATE: 12-03-08 • • • • • • • • 000 SCALE; 1 .. • • • • • • • • �fiem(t f.odaG Cnn FRANCISCO HERNANDEZ FLORIDA PE A 51393 SHEET 2 OF 6 • • • • • 000 • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MATERIAL LIST MATERIAL LISP ............... ............... Sunshine Windm ROD Monufoclumg, Inc. 1745 W. 33M Plow li .* FWM 3M12 Ph: (305)384-9982 Fo (305)828-8118 Q H �a Q 3 NN a v_ 0 Z F< U E w zw 0 - Z Zx 0 0n N V U® w Z m 4 N a N 17 N O Z PRd6#iL11'REVISBD DRAWING No. • • • • • • J!bundk,gl.0� DATE: 12-03-08 �Aaved eP uct Control FRANCISCO HERNANDEZ FLORIDA PE j 51393 SHEET 3 of s AS 9 - 16 ASSEMBLY SCREWS / g % 1' PH SMS AS 10 35.13.00 1 EGRESS 4 BAR HINGE STAINLESS ITEM PARTI QTY DESCRIPTION MATERIAL REMARKS 1 W-3430 4 FRAME 6083-T5 2 OC-3428 1 VENT 806S-T5 3 OC-3427 AS CURVED GLAZING BEN) 8083-T5 4 OC-3427 A AS ROD RECTANGULAR GLAZING BEN) 6083-TS 5 - 1 .057' THICK CORNER KEY SiNNLt35 STEEL 8 - 1 .057' THICK CORNER KEY STAINLESS STEEL 7 - 1 .057' THICK CORNER KEY STNNLESS STEEL 8 - 1 .957' THICK CORNER KEY STAINLESS STEEL T1EM11 PARTS QTY DESCRRT'ION MATERIAL REMARKS 12 23.01 1 SINGLE ARM OPERATOR STE0. TRUTH HARDWARE 13 24.30 1 MULTI -POINT LOCK ZINC TRUTH HARDWARE 14 11901-22 1 TIE BAR STEEL TRUTH HARDWARE 15 31848 AS RQD KEEPERS STEEL TRUTH HARDWARE 16 03144 AS ROD TIE BAR GUIDE NYLON ULTRA HARDWARE 17 4905 AS ROD GLAZING BEAD BULB VMM �� HARDWARE 18 E20310KN AS ROD WEATHER STRIP BULB VINYL ULTRAFAB 19 - ROD GLAZING TAPE FOAM FRANK LOWE 20 - RQD SNUBBERS NYLON 21 - 4 SHEAR PLATE 6063-T5 FULL LENGTH 22 SEALANT RQD PECORA 895/DOW CORNING 899 SILICONE 1.518 0.501 1,708 .54 1.168 0.749 0.738 1j— 0.875 0.738 it 0.875 2.5 2. 0.520 0.810 2.50 2. �-2"� 0.188 1.814 1.439 2.476 2.976 0.872 2.871 O O OA70 0.231 0250 I 1.870 0.725 1.188 1.182 1.000 42� FRAME OC-3430 0.1188 0.740 SASH FRAME OC-3428 GLAZING DEAR OC-3427 8083-T5 GLAZING BEAD OC-3427 A 6063-T5 2.750 —3. p,g4p 1.300 2.7 J. SHEAR PLATE 6083-TS 6063-T5 6063-T5 O Oj O O O g CORNER KEYS 21 • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 1/2" MIN. 2 1/2" MIN. 1 /4" ULTRACON WITH 1 1/4' MIN. EMBEDMENT - e INTO CONCRETE THROUGH 1" BY WOOD BUCK FOR NUMBER OF ANCHORS AND MAX. SPACING .• b. j. REFER TO DESIGN PRESSURES CHART METAL STRUCTURAL MEMBER BY OTHERS a• " AND ELEVATION ON SHEET 1 OF 6) (SHALL WITHSTAND ANCHOR SHEAR FORC 1" BY WOOD BUCK MINIMUM THICKNESS WOOD BUCKS BY OTHERS MUST BE PROPERLY — SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE . x g z w a N SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, ` r \ LE -- 0 U ATTACHMENT TO CONCRETE 1 MIN. 1/4' ULTRACON WITH 1 1/2" MIN. PENETRATION INTO WOOD (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO DESIGN PRESSURES CHART AND ELEVATION ON SHEET 1 OF 6) 2" BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TC THE STRUCTURE . SHOULD BE APPROVED BY BUILDING OFFICIAL w U a PRIOR TO WINDOW INSTALLATION. a � U ATTACHMENT TO WOOD 1" 1/4' SMS. THROUGH METAL (FOR NUMBER OF ANCHORS AND MIN. AND MAX. SPACING REFER TO DESIGN PRESSURES CHART D AND ELEVATION ON SHEET 1 OF 6) a nil ATTACHMENT TO METAL STRUCTURE DETAIL RODUCT REVISED • • • • • • • _0plyingm011 the Florida • . • • • • undpa arN 3 • '' = 0 TYPICAL SECTIONS AT HEAD • • • • • • • • • d6e Product Contr FRANCISCO HERNANDEZ FLORIDA PE # 51393 •• ••• •• ••• • ••• • • •• • • • • • • • • • • • • • • • • • s90 • • ••• • • • • ••• • • • • • • • • • • 0 • •• •• • • • •• •• •• • • • ••• 0 • MardoctuI ng, Inc. 1745 W. 33`d Platy Hi•aoh. Florida 33012 Ph: (305)364-9852 F-(305)826-5116 N r �D N � O N ] O N _ � N DRAWING No. SGD09 DATE: 12-03-08 SCALE: 1 2"=1" SHEET 4 OF 6 1/4' ULTRACON BY ELCO WITH 1 1/4' MIN. EMBEDMENT INTO CONCRETE THROUGH 1' BY WOOD BUCK (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO DESIGN PRESSURES CHART AND ELEVATION ON SHEET 1 OF e) 1' BY WOOD BUCK 1/4' MAX. WOOD BUCKS BY OTHERS MUST BE PROPERLY SHIM SPACE SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE . 2[ • SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, N V •V z \ aw N ATTACHMENT TO CONCRETE 1/4' ULTRACON BY ELCO WITH 1 1/2' MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO DESIGN PRESSURES CHART AND ELEVATION ON SHEET 1 OF 6) 2' BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY 1/4" MAX SEALED AND ANCHORED TO TRANSFER LOADS TO I SHIM SPACE THE STRUCTURE . SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. N—A ATTACHMENT TO WOOD TYPICAL SECTIONS AT JAMBS METAL STRUCTURAL MEMBER BY OTHERS (SHALL WITHSTAND ANCHOR SHEAR FORCES) MINIMUM THICKNESS v 1/8' \ 1/4' SMS. THROUGH METAL L� (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO DESIGN PRESSURES CHART 1/4- MAX. HIM SPACE ATTACHMENT TO METAL STRUCTURE 1/8' H.S. GLASS 0.09 BUTACTTE PVB 13Y DUPONT 3 4 GLAZING BEAD 1/8' H.S. GLASS GLAZING TAPE 19 I I I 0.73" TYPICAL GLASS BITE SILICONE PECORA 895/ 22 DOW CORNING 899 GLAZING: 5/16" IMPACT (1/8" H.S. + 0.09 PVB + 1/8' H.S.) GLAZING DETAIL • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRANCISCO HERNANDEZ FLORIDA PE # 51393 MOmfOCtUT1(19, Inc. 1745 W. 33rd Pkw Mabd4 FWJO 33012 Ph: (305)364-9. Fox:(305)828-5118 r zA� 1�1 E"' F O rA 1�1 Q O U r4 F„ U W � a �i 3 w +, U -�N }0 z E � a8 o of mUm 0: Z K4 N_ Y I I m N O N �l N oo� Z N DRAWING No. SGD09 DATE: 12-03-08 SCALE: 1 2'=1' SHEET 5 OF 6 � a N �N METAL STRUCTURAL. MEMBER BY OTHERS --� (SHALL WITHSTAND ANCHOR SHEAR FORCES) MINIMUM THICKNESS - 1/8- I 1 � I " 1/4- SMS. THROUGH METAL MIN. 'j (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO DESIGN PRESSURES CHART AND ELEVATION ON SHEET 1 OF 6) ATTACHMENT TO METAL STRUCTURE ►- ULTRACON 1 1/2 MIN. PENETRATION INTO WOOD )R NUMBER OF ANCHORS AND MAX. SPACING FER TO DESIGN PRESSURES CHART D ELEVATION ON SHEET 1 OF 6) 3/4" MAX. NON -SHRINK GROUT OR 1' BY WOOD SUCK 1/4- MIN. EMBEDMENT WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) ATTACHMENT TO CONCRETE TYPICAL SECTIONS AT SILL i I I I.............................. I Sunshine Windows Manufacturing, klc. W 1745 W. 33rd Ploy Ua NiWW,, Flmlda 3J012 a Ph. (30.5)364-9e52 V1 Foa:(305)626-51 IS a op -a 7 C7 0 co a d' I � \ Z N 11 H .. z • 2 1/2' MIN. 2 1/2" MIN. 0 H 1/4- ULTRACON WITH 1 1/4" MIN. EMBEDMENT OC V a INTO CONCRETE ul (FOR NUMBER OF ANCHORS AND MAX. SPACING N F J{Ijalll L REFER TO DESIGN PRESSURES CHART � y AND ELEVATION ON SHEET 1 OF 6) W InATTACHMENT TO PRE -CAST SILL W T" a MIN. ATTACHMENT TO WOOD 2' BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY 3 SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE. SHOULD BE APPROVED BY BUILDING OFFICIAL o PRIOR TO WINDOW INSTALLATION. h IQ 00 OF a� 0 z y T K U tSo z S Z K 1i p N_ w I I t0 N � � 0 C — N z DUCT REVISED 6a�11dy111•'4Ih"vtotla 1�16 3 DRAWING IN SGD09 Nd 12-03-08 �19 / 1 2. ^ DATE: SCALE: YfI Dada dumot FRANCISCO HERNANDEZ SHEET 6 OF 6 FLORIDA PE If 51393 • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • S9 MPS �tx.�ce �t 11� w wooing t �aottS. 0 � W M rn CD N Z o v 0 M, o O N " N O w D Grp 6Ae MDk t Dnolk Gf C iStlMi TO 9"MK. ,& r-SAO - ICIV4 4 NEW Q'�ok1 r I i;. 46 ►,,,, New bo�aaorn 3 New V �.y OW. M& Dft*A o 4 I mmi mew mw 1 i---'_— t"mvv% 2 foi NW l0e7WAC6 tolkW SwomS PL 53,50