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WS-19-1234Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 766 NE 95TH ST, Miami Shores, FL 33138 Contacts Permit NO.: WS-05-19-1234 - -L' Permit Type: Windows/Shutters 51assification: Window/Door Replacement Permit Status: Approved Issue Date:06/04/2019 1 Expiration: 12/02/2019 Parcel Number 1132060141880 TIA BOWMAN Owner DEDCO CONSTRUCTION INC Contractor 766 NE 95 ST, MIAMI SHORES, FL 33138 OMELIO RUFIN Home: 3053454247 2225 SW 131 PL, MIAMI, FL 33175 Business: 3055253912 ordedco@bellsouth.net ti Description: replace (1) DOOR & (12) WINDOWS IMPACT. Valuation: $ 15,842.00 on Requests: Inspection 4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $9.60 DBPR Fee $3.45 DCA Fee $2.30 Education Surcharge $3.20 Scanning Fee $9.00 Technology Fee $5.75 Windows/Shutters Fee $180.00 Total: $263.30 Building Department Copy Payments Date Paid Amt Paid Total Fees $263.30 Credit Card 06/04/2019 $263.30 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 aIJ work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to d the work stated. Authorized Signature: Owner / Applicant / Contractor t Date June 04, 2019 �—' Page 2 of 2 �6t4\)Xo mr� 4 ' BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (30S) 79S-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 0UILDING ❑ ELECTRIC ❑ ROOFING WCIEII DBY j �FBC 20 Master Permit No. V V J —0S ` _)q Sub Permit No ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: n City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Phone#:aQ)-;qL !"( 103 Address: 2 City: K/\ [Azw .V"&,�� State: Zip: Tenant/Lessee Name: Phone#:�9 Email: CONTRACTOR: Company Name: �t Phone#: �h '3 (0 (? LD T/P Address: � 225 SW V 6--t n � S 41- sg) 4 City: ft pl� l State: (Zip: �r Qualifier Name: Phone #1: N7 r 111 State Certification or Registration #: �( � I Ob70 Certificate of Competency #: DESIGNER: Architect/Engineer: ne#: Address: City: State: Zip: Value of Work for this Permit: $ S uare/Linearr Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New l x� Repair/Replace ❑ Demolition Description of Work: . ��ft,(,�W�il✓1,1. Specify color of color thru tile: Submittal Fee $ Permit Fee $ 2 0 • ITd CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 26 23 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. . A Signature Signat OWNER or AGENT < // CONTRACTOR The foregoing instrument was acknowledged before me this day of V1 k 20 J J by 6 0 wikke' who is personally known to me or who has produced g S SO `,�o` l ( :k4g—cbs identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument was acknowledged before me this day of 20 r by LQ A who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: .� Print: (V I hV-L t Print: j V! Seal: (440�v ,rNotary Public State of Florids Ogvis Formigo My Commission GO 2t14443 Expires 1010212022 APPROVED BY Seal: iI Plans Examiner Structural Review -1 Notary Public State of Florida +l Olivia Formlgo My Commission Ot3 264443 a Expires 1010212022 as errs*ss Zoning Clerk (Revised02/24/2014) :on1 Tr�tJCTIOnJnC DEDCO CONSTRUCTION, INC 2225 SW 131 PI MIAMI FL 33175 CGC 1510678 DATE: State of: _ "(At-1 t�aA, County of : Before me this day personally appeared DAwho, being duly sworn, bmzio �'k1) Deposes and says. n Oe(.A�5Q C,4E- tAJ r RI t> 1 d /Z- That he or she will be the only person working on the project located at: 2& MC i.� a-r nnA A -A& Ig &A-Q a,(f-1 Signature Sworn to (or affirmed) and subscribed before me this day of .20 By Personally Know OR Produced Identification Type of Identification Produced .. tini. iw Note Public State of Florida YOliva Formigo My emmissim GG 264443 �•: 0.,{� Expires 10/02/2022 Print, Type or Stamp Name of Notary Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledge ent: 79 o0011f &7ali?P6wn"er Signature Date 4wll� _Ta�ilv Print Name 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: 1. 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-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENT Signature: Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this �j— day of NL(,L 120 . r By 130 U) I&&& 1/1 who is personally known to me or has produced as identification. Notary Notary Public State of Florida SEAL: Ief Olivia Formigo �a My Commission GG 2U"3 or w� Expires t 0/02/2022 dy �N�An�I SNo✓�S �L 3�I�t3. R-Ev>ud1 ec spa kt(r/\(DD IS, A — AY 3 01201 M �mi Shrres Vil�arjg FD BY DATE 'ONIti DFP"r -.�. -� DG DENT "0 C(-,thIPUAh10E W1 fN ALL FEC)E9AL al-'Ah,)Cr LJtv'iy ril L"S Ar:D P�- GULATIC^;S 161 . . .... .. .. ...... .. . .. .. ..•. .. .• .. •. • • . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . No Qty DESCRIPTION •0 QIMCNYIQN'; NOA No. 1 2 Horizontal Roller HR-45 FULL VIEW 5/16 IMPACT .....................................•----.....----••---....------••----.....---.......... 74" X61" : : -0405-03 2 2 Horizontal Roller HR-23 FULL VIEW 5/16 IMPACT ........ ... ......................... • • ..--..........0....... JL.A.. 37 X38-3 8 ........-•---•-----........... 19-0405-03 ....................... 1 -----... .. Horizontal Roller HR-34 FULL VIEW 5/16 IMPACT .•----•.........•----•----.....•-•--••........----------......---••-•......---•-.....et.. ..... -•--......... 5j-1/.8"X$Q-5_Z$'_' . 19-0405-03 4 ........... 2 ................................................................................ Horizontal Roller HR-24 FULL VIEW 5/16IMPACT •.� ---...--••--••-- 3�" Sd-S�/8r �• `• a..... .............................. 19-0405-03 .1 2 CASE 24 CASEMENT FULL VIEW 5/16 IMPACT ..• - ..... ............... X"XSO-s/8: :.. .. 19-0405-.08 5 1 -.......•..............•--.........---..........--•--••--•-•••........--... SINGLE UB SH_13 FULL VIEW 5/16 IMPACT 19-1/8"X38-3/8" 19-0405-05 6 1 - ..- Horizontal Roller SPC FULL VIEW 5/16 IMPACT .... ........................................................ ............ ........................... 60 X29 ._......... 19-0405-03 7 1 ................... FRENCH DOOR ........... 39-1/2"X85" - ........... 17-1226-12 DEDCO CONSTRUCTION ,Inc 2225 SW 131th PI Miami Florida 33175 Ph:(305)525-3912 Mobil:(786)366-9786 Email: Orufin@apcte.com Qualifier: CGC1510678 TO: TIA BOWMAN 766 NE 95th St Miami Shores F133138 Ph (305) 796-7963 I SALESPERSON JOB Ruben Valdes WINDOWS INSTALLATION PAYMENT TERMS CONTRACT Quotation DATE: APRIL 26, 2019 IN VOICE:#1904-08 DUE DATE 30 days QTY DESCRIPTION UNIT PRICE LINE TOTAL LEGAL PROCESS BY G.C. License Florida State Certificate General Contractor Form 300.00 Four (2) Visited to City of Hialeah Building Department 150.00 300.00 . Two (2) Inspection at Property 4 150.00 300.00 Notice of Commencement File APPROVED t"LP 2 7 2019 � Sub -tot ,,o, $1,075.00 INSTALLATION �j�tLD,.�, • • • • Delivery of Material T •1�O.OQ :-.150.00 . • 2 each Horizontal Roller 74" x 63" "Moo •' 320.00 � � � � � • 2 each Horizontal Roller 37" x 38-3/8" 1AAo0 290.00 a 0 . • 1 each Horizontal Roller 53-1/8" x 50-5/8" da0 140.00 ,,;,,• 2 each Horizontal Roller 37" x 50-5/8" •140!00 • • 0280.00 .... 2 each Horizontal Roller 37" x 50-5/8" Casement V80'OQ 360.00 ....:. 1 each Single Hung 19-1/8" x 38-3/8" :100A ' • •100.00 :....: 2 each Horizontal Roller 60" x 29" •. . 140.00 . .. •..3$0.00 1 each French Door 39-1/2" x 85" 300.00 300.00 Sub -total $ 2,210.00 This quotation is based on 2010 Florida Building Code & OSHA Breach of the terms of the contract, the owner's exposed to notice of intention to file a mechanic's lien SUBTOTAL $ 3,285.00 TAX Make all checks payable to DEDCO CONTRUCTION, Inc Thank you for your business! TOTAL, $ 3,285.00 1. MAW FDIADE 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.miamida4g.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 the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by :Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "2009" Outswing Aluminum Casement Window — L.M.L APPROVAL DOCUMENT: Drawing No. CS09-01, titled "Series 2009 Out -swinging Aluminum Casement Window - Impact Resistant Glass", sheets 1 through 6 of 6, dated 1.2/03/08, with revision No. 3 dated 11/15/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 �&le3 and there has-been •• no change in the applicable building code negatively affecting the performance of thisproduct. • • • • • • • - 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 N•Q3s an &:dpfigQment • •... of any product, for sales, advertising or any other purposes shall automatically terr.Wpg" this NQ A. Failure ..:.. - to comply with any section of this NOA shall be cause for termination and removal ot'NG44. • e • • • • • • • • • - ADVERTISEMENT: The NOA number preceded by the words Miami-Dad@'Cbbhty, Florida, and '. followed by the expiration date may be displayed in advertising literature. If an portion of t0ha 4OA is , • • displayed, then it shall be done in its entirety. • 0 • • .. : " INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer•or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 17-1212.26 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. 19-0405.08 MIar�M-NTH' Expiration Date: June 17, 2024 �� Approval Date: May 02, 2019 &) Page l 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. 08-1224.10) 2. Drawing No. CS09-01, titled "Series 2009 Out -Swinging Aluminum Casement Window - Impact Resistant Glass", sheets 1 through 6 of 6, dated 12/03/08, with revision No. 3 dated 12/ 22/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. (Submitted under NOA No. 17-1212.26) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an outswing aluminum casement window, glazed with 5/16" overall HS laminated glass, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-5560, dated 09/04/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 08-1224.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tb • • Edition (2014), prepared by manufacturer, dated 12/22/14, signed and sealed by ...... .... . Francisco Hernandez, P.E. • ; • ; • (Submitted under NOA No. I5-0120.03) • •' • 2. • •; 012zing complies with ASTM E1300-04/09 ..... a.'..' QUALITY ASSURANCE • • • • • • • • • 1. • • • Miami -Dade Department of Regulatory and Economic Resources (RER). ...... .... .. .. . ...... . . . .. • • • . • • • / Manuel Pere P. Product Control Ex mi r NOA No. 19-0 .08 Expiration Date: June 17, 2024 Approval Date: May 02, 2019 E-1 Sunshine Windows Manufacturine, 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 GIass Interlayers" dated 01/19/17, expiring on 07/08/19. 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-f50%, ASTM D 3960-12 g/L, ASTM C 679-3hrs. 7 to 14 days, ASTM C 639-Nil. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6tb Edition (2017), dated November 27, 2017, signed and sealed by Francisco Hernandez, P.E. (Submitted under NOA No. 17-1212.26) 2. Statement letter of conformance, complying with FBC 5th Edition (2014) and of no financial interest, dated 01/05/15, signed and sealed by Francisco Hernandez, P.E. (Submitted under NOA No. 15-0120.03) 3. Laboratory compliance letters for Test Report No. FTL-5560, dated 05/12/09, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Michael Wenzel, P.E. (Submitted under NOA No. 084224. 10) G. OTHERS 1. Notice of Acceptance No. 15-0120.03, issued to Sunshine Windows Manufacturing, Inc. for their Series "2009" Outswing Aluminum Casement Window - L.M.I., approved on 04/09/15 and expiring on 06/17/19. . . .... ...... ...... .. . ...... •••••• .... .. .. ..... . . . . ...... ... Manuel Pere Product Control Exa0iqkr NOA No. 19-0405.08 Expiration Date: June 17, 2024 Approval Date: May 02, 2019 E-2 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None B. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. F. STATEMENTS 1. None G. OTHERS 1. Notice of Acceptance No. 17-1212.26, issued to Sunshine Windows Manufacturing, Inc. for their Series "2009" Single Outswing Aluminum Casement Window - L.M.I., approved on 02/08/18 and expiring on 06/17/19. ...... .... . . ...... . .. ...... .... ..... .. .. .... ..... .... ...... . ...... ...... .... • ...... ...... . . . . E-3 Manuel Pere roduct Control Ex min r NOA No. 19-0 .08 Expiration Date: June 17, 2024 Approval Date: May 02, 2019 5' MAX 12" MAX AT HEAD/SILL AT HEAD/SILL CORNERS HINGE LOCA110N AT HEAD/$ILL CORN(RS. SEE HINGE LOCATION DETAIL FALSE MUNTIN4 MAY BE -A (SURFACE APPLIED) Al // / q a �\\\ B ...........,...LOCK OPERATOR LOCATION ° AT HINGED SILL CORNER. WINDOW MAX. WIN SEE OPERATOR WIDTH I OW LOCATION DETAIL, - SINGj,E VENT CASEMENT WINDOW HINGE LOCATED FLUSH AGAINST JAMB MAIN FRAME AT HEAD AND SILL SILL OF MAIN FRAME t0 0o O oe 0 MAIN FRAME JAMB ULNCIR LOCATION DLTAiI, OPERATOR LOCATED ON INTERIOR WALL OF WINDOW FRAME SILL MAIN FRAME JAMB 3 7/8- OPRj{ATOR LOCATION DETAIL GENERAL-' NOTES: 1.- TH19 PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014) AND FBC 6TH EDITION (2017). 2.- SHUTTERS ARE NOT REQUIRED. 3.- HINGE LEFT OR HINGE RIGHT CONFIGURATION. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURn CHART. 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 4 THRU 0. 6.- CONCRETE / MASONRY VRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH Tie FOLLOWING REQUIREMENTS: CONCRETE STRENGTHi Fo'2B = 3000 PSI MA. CMU AS PER ASTIR C90, CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM OOMPRESSNE STRENGTH OF 1.9 KSI, FILLED CMU Fm' 2009 PSI MIN. 7.- USE NON -SHRINK, NQN-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/0107M STANDARD SPECIFICATION FOR PACKAGED DRY. 8.- W60D HOST STRUCTURE SHALL BE "SOUTHjF"YEZLt j PV.E 'G %5 ;R :REj4if OENSITY, 9.- STEEL HOIST STRUCTURE SHALL NOT BE LE195 THAN 18 GA•t", `rEE: SAA A 131' V = 36 KSI MIN, 10.- THE THICKNESS OF THE ALUMINUM HOST S1Rt1ETURE 4HAtlL. ROTIRE•L.E96 INAN ALUMINUM SHALL BE 60837T6. • • • s • • • • • • • 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 $HALL BE APPROVED BY THE BUILDINb OWVCl L PRIOR• TO D0bR INSTVT�ON• • • 12.- ALUMINUM IN CONTACT WITH DISSIMILAR•MATERIALf. SHALL 4BE 4PR;ECTED (Bt OTHERS) AS SPECIFIED IN F86 BTH EDITION (2017). • • • • • • • • • • • • • - • • •• • • • • • • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAIN FRAME OESIGN PRESSURES CIIART: PSF IMPACT RUSLSTANT GLASS 5116" tMPAC4T TVINVOW ANCIII)IIIS {;LASS IIIFIF,NSION HE7 dEe EXT. INT. WI6TH HEIGHT SILL ' 1i 1/8° 2 90.00 91i.66 e81/2, 26' ? 4 90.00 96:00 37' 4 90.00 90,00 2 9o.00 96.06 y r 2e flz° Sa 3/e' ,) q 90.06 96,00 q 37" 1 4 9o.o0 §6,66 d q 19 1/5° 2 90.00 90,60 28 1/2' 5D 5/8" 3 § 90.06 90.60 4 90.06 90:00 37' to t/e` 2 90.06 90,00 '28 1/2' 63' 6 0 90.00 90,00 4 90.00 90.66 37' 74' 90.00 90,00 24- 3 4 90.00 90.06 38' w c� 24' 3 90.06 96.00 4 90.00 96:06 a se' 90.00 96.00 O 3A' 4 90,0G 50-00 2<' 3 90.06 66,00 s0• 0 4 90.06 96.00 3b- No. 51393 �� = Wit r c°+•NucYFVtft .FI-6 o._)7 Zia- N. e•.wd Mgnufa. u6ng, Inc 1749 W. 331d Pbq IImWd, ibrid. 3"12 ft, (}45),36h9952 7 C3 WV U n a 00 00 l F U - Z �w z O h O N 1, $ m oe cLD ' - V •, •, FniciP .:\�`V\ � �� •, COR}D., G � '7 ,ss, � �a,, Ipt+r i IN In DRAWING No. aNAL }} }� CS09-01 PATE: 112-03-09 SCALE: NTS FRANCISCO HERNANDEZ SHEEP 1 OF 6 FLORIDA PE / 51393 ... . . . ... . . . .. .. . . . .. .. . . • . . . . . . . ... . . . . ... . . ... ... . 5 21 -- • • 2 . . • . • ....18 21 -' r $unshme Windows — 2 e Manufacturing, Inc. --——r�'i-----_ • —i—f—{��• • 7 174sw..ubvbc. sa • • • • "-I, ibfdo =12 ZO • • • ! • • • • • • • J 4 -. Iy:(305)628-5118 I 0 79 I I U --- w Z = w g En I ------ ---- — — �--- 21 � I o U PIZ I U � 12 1(y-y1�j O pG 14 13 I II � 2 I, � 3 D W U ^ 1 11 'C = J� aZ `v 2Z L ... 10 i 2 0 0 ------�'------.-.�- 21 2w 3w VERTICAL SECTION hEgN �'. g ,, 16 `���``�St✓O LL m a B ` 4r _r No. 51393 STATF. O '�0�� DRAWING No. '•. �LORPp'.•'' ��� 9iir}I:i�ilit�c}y- MLpYUCf REYISF! i . • M�(1 HORIZONTAL SECTIONS a+Ma1R-y,.yy aFx s�a1•xt. z agr .y =�Y :... �R o4050 r •�wr»•� iwdl�e ��12Fl(2 ZG i O1VAl- i111A- Q' D09 PATE: 12-03-08 r} t 41.. -.....{! 6p41M(w O.tej •vi- 1/2 r�-F 'prol•�tC bd FRANCISCO HERNANDEZ FLORIDA PE 51393 -4HEET 2 of 6 1 r MATERIAL I.14T JT iMX PART# QTV DESCP0TIUN MATERIAL REINARR6 i (k-3430 4 FRAME 6063-T13 2 OC-3428 1 VEO 6063-T5 3 OC-3427 AS ROD CURVED GLAZING BEAE) 8063-T5 4 OC-3427 A AS ROD RECTANGULAR GLAZING BEAD - 6043-T5 5 - 1 .057" THICK CORNER KE`1' STAINLESS STEEL 6 - 1 .057- THICK CORNER KEY STAINLESS STEEL 7 - 1 .057' THICK CORNER KEY STAINLESS STEEL 8 - 1 ,057' THICK CORNER KEY STAINLESS STEEL 9 - 16 ASSEMBLY SCREWS f 8 X I - PH SMS 10 35.13.DO 1 EGRESS 4 BAR HINGE STAINLESS STEEL TRUTH HARDWARE 11 30175 1 TRACK STAINLESS .STEEL TRUTH HARDWARE MATERIAL LIST ITEM• PANT# QTY DESCRUMON M.ATERTAL RE61A1fR6 12 23:01 1 SINGLE ARM OPERATOR STEEL TRUTH HARDWARL 13 24:30 1 MULTI -POINT LOICk ZING TRUTH RARDWARE 14 11001-22 1 TIE BAR STEEL TRUTH HARDWARE 15 ,1i648 AS ROD KEEPERS STEEL TRUTH HARDWARE- 16 03144 AS ROD TIE BAR GUIDE NYLON ULTRA HARDWARE 17 49D5 AS ROD OLAZIHG BEAD BULB VINYL TRUTH HAROWARt 18 F2031 OKN AS ROD WEATHER STRIP Bill A VINYL ULTRAFAB 19- AS ROD GLAZING TAPE FOA►) FRANK OWE 20 - AS ROD SNUBBERS NYLON 21 - 4 $HEAR PLATE 6063-T5 FULL LENGTH 22 SEALANT AS ROD F£CORA 895/DOW CORNINO 699 SILICONE 1.618 0.501 1.708 5.i4 1.166 1 0.749 0�73� (j�'— 0.73@ Ii'� 2.500� Z. 0.520 c:et8 2. } 2.. 1' 14 1,439 I 2.476 2.1T70 I O.a72 2.871 0.875 O.e75 .. O O 2.� 0158 OA70 0,23 _ I�-1.870 • Q,725 iJ66 1.168 t.t 6P t 2.240---^t FRAME OC-3430 1 0.968-� 0.7}0 SASH FRAME OC-3428 GIAZiNO BEAD OC=3427 60m-lb GLAZING BEAD OC-3427 A t3063-Tb 2.760 t .5oo 0.640 1.300 2.7 -- 3.. SHEAR PLATE 6063-TS 6063-T5 6063-T5 O O f l Q CORNER KEYS O 2t • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCE RE1� sm po*wn dw Plr:i+ war. .�.�ArZ 2L [.pMliw O.k / l LHA'3- wi? •Wf Pr>wsu� --t-w "; q ~� 124. i/ '0 �HERro,,��'i � �''I•\GENSE �O �� ' No. 51393 —0 '•., STATE OF ((j� F ss!Ot NAL LE:,," FRANCISCO HERNANDEZ FLORIDA PE # 51393 $unshine Windows Moouf4ctuing, Inc. 1740 W. 33rd Pkw, oil. IL P-W. 33012 Ph: (305)384-9952 r":(305)828-5118 1 i 24I"al� DP,AWING No. SGD09 WE: 12-03-08 SCALE; t 2'=1' SHEET 3 OF 6 ... . . .. ••• . • . .. .. . . .. .. . . . . . . . . . . • ... . . . . ... . . • • • • • • • • • • .. . 2 1/2- MIN. 2 1/2` MIN. � • �• • • • • • • 1" 1 /4 SMSTHROUGH METAL ---- --- • ._--� j/4- 1TR:COj Wv 1 3A- IR.*F.M .Cll NT (FOR NOMAN BER OF CHOR$ AND WTO CONOj1ETL TP*04H 1' f ' V��)O(BU�K MIN. AND MAX; SPACING _ _ .� + - . • •(r@R NUMQE0 OF ANCHORS ANDdAAX. SWING REFER TO DESIGN PRESSURES CHART REFER TO DESIGN PRESSURES CHART METAL STRUCTURAL MEMBER BY OTHERS AND ELEVATION ON SHEET I OF 6) 4S - - _ AND ELEVATION ON SHEET 1 OF B) (SHALL WITHSTAND ANCH(SR SHEAR FORCES)''.... ... ... 1' BY WOOD BUCK MINIMUM THICKNESS = 1/8- Sunshine ndOWS _ .. � • • • • • �,�{�? BY •1}!LliS •1lST 9E PROPERLY II • • •. KOAACHEREA i0 TRIM/5FER LOADS - 1 �gllUf4L�LfIfi9, iIC. • •THE • • • • 1745 W. J3rd Puce T Hbiroh. n= =12 • SFnUt� Bi A�R�ED•BY UILDIN6 OFFICIAL U Ph; (3p5)364-9952 • • • • • PRiORlT6 WYIDOWIN T, N Rgs.:(3pb)B28-St 7B 1 A In I 1' i F F --- 1/4' ULTROOD,&CON WITH t 1/2' MIN. PENETRATION INTO WI Ti�3 '� MIN. (FO UMBER OF ANCHOR$ AND MAX- SPACING I Q REFEit To DESIGN PRESSURES CHART y -- AND ELEVATION ON SHEET 1 OF 8) ATI'ACHMENTTQ CONCRF.T , ATTACHMENT TO METAL STRUCTURE DETAIL g V ---2' BY WOOD BUCK WOOD SUCKS BY OTHERS MUST BE PROPERLY (� SEALED AND ANCHORED TO TRANSFER LOADS TO THE STR(1GTURE . F-1 h'y CIA SHOULD BE AI'PROVEO IIY BUILDING OFFICIAL PRIOR TO WINDOW INSTAUATION. W Z � f r ►RADUCf ➢EVI6RY n egtrM{ wily IYe P'kei•1 � .%c .- �Mee+wro LyinYr D.1. 0 Z0 00 U E V E I M•'a1/� � � � W Z oil O p ATTACHMENT TO WOOD to N u� 4 ' No. 93 c-1 T N i :-AO STATE OF 411 -Z .1 ,_%t:. m.1ih �i '''-FLORIOP."•'G\� DRAWING No. LQ} ►y/Qg '/ S`,OS NAL r: SOD09 y U O -ter 'L[1� I i 111 t� ` ` DATE 12-03-08 THY iCAL SECTIONS AT HEAD - — -- DS' L�_ � SCALE: 1 2-�,• -� FRANCISCO HERNANOEZ (" FLORIDA PE 1 51393 SHEET 4 OF 6 N 1/4" ULTRACON BY ELCO WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE THROUGH 1" §Y WOOD BUCK (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO DESIGN PRESSURES oHART AND ELEVATION ON SHEET 1 OF B) _............... .I * BY WOOD BUCK 1/4" MAX WOOD BUCKS BY OTHER$ MUST BE PROPERLY SHIM SPACE SEALED AND ANCHORED TO TRANSFER LOA155 TO THE STRUCTURE ., ? PRIG D 0BE WI �DTAt.LAT3UIILDING OFFICIAL E N ♦• w T z `.d N ATTACHMENT TO CONCRETE 1/4" ULTRACQN BY ELCO WITH 1 1/2" MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REF RELEV TION ON SHEETUREE Or MART AND 2" BY WOOD BUCK WDOO BUCKS BY OTHERS MUST BE PROPERLY 1/4" MAX. grALED AND ANCHORED TO TRANSFER LORDS TD I SHIM SPACE THE STRUCTURE . §Fi0UL6 BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATIQN. h —7i ••• • I• • • • •• • • • • • • • • ATTACHMENT TO NOfaOD•go: i i i i i i• i ••go TYPICAL h 3FIhQ�VrA • • • ••• • • • • • • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • METAL STRUCTURAL MEMBER BY OTHERS (SHALL WITHSTAND ANCHOR SHEAF! FORCES) MINIMUM THICKNESS : 1/9" 1/4" SMS. THROUGH METAL a (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO DESIGN PRESSURES CHART AND ELEVATION ON SHEET 1 OF 6) 1/4" MAX. SHIM SPACE ATTACHMFNT TO MIRTAL STRUCTURE 1 8" H.S. GLASS 0.09 9UTACITE PVB BY DUPONT 3 4 OLAZINO 1/9' H.S. GLASS GLAZING TAPE 19 I I I I o.73` TYPICAL 0t 4SS BITE I SILICONE 22 PECORA 0$5/ i DOW CORNING 899 GLAZINQI 5/10" IMPACT (1/e" H.S. + 0.09 PVB +. 1/8" H.S.) GLAZING DETAIL r"DUCf 4EVKft 4J UC'T 's?€'1F.SfFA � qq with Nr f1wft e•d. /21z.?4 Arre/u�rr N� Laylr7tiw Wh sr •� Q 1� ) 5�a� 0924 M.; tt.Cliu�n+r.. GV A i FRANCISCO HERNANDEZ FLORIDA FrE # 51393 Sunshine Windows M4nuf9cfuring, Inc. 1715 W. 33rd Plocr Hhkgh, Flak. 33012 Ph; (305)364-9952 /q.:(4"28-5118 `T1111t1114 f B No. 393 STATE OF It/ OktOP.•' G\�� ORAWWG No. /ONAL �? SGDO9 �f 'filllt111 BATE: 12-03-08 SCALE: 1 2"=1 " SHEET 5 OF 6 N N r ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . .... ....... . ••• ••• 690 . . . . • . •• . . ••1 11 I • • • • I b METAL STRUCTURAL MEMBER BY OTHERS (SHALL WITHSTAND ANCHOR SHEAR FQRCES) MINIMUM THICKNESS = 1/8' I_ 1� tI `1/4' SMS. THROUGH METAL MIN -� (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO DESIGN PRESSURES, CHART AND ELEVATION ON SHEET i OF 6) ATTACHMENT TO METAL STRUCTURE I I I I� 1/4' ULTRICON 1 1/2 MIN. PENETRATION INTO WOOD a (FOR NUMBER OF ANCHORS AND MAX, SPACING REFER TO DESIGN PRESSURES GHARr m�� AND FLEVATIOhA ON SHEET 1 OF 6) ?' 3/4" INS, NO -SKINK GirOUr 8Y K(OOD BUCK 2 1/2" MIN. 1 2 1/2" MIN, ULTRACON 9Y "'0 WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE THROUGH 1' BY WOOD BUCK OR NON SHRINK NON METAWC GROUT (FQR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) ATTACHMENT TA CONCRETE TYPICAL SECTIONS AT SILL i -1- a c m ' I I 2 1/2" MIN. 2 1/2" MIN. Y� Ii ` 1/4" ULTRACQN wrrH 1 S/4" MIN. EMBEDMENT INM CONCRETE X (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER I DESIGN PRESSURES CHART ,la to AND ELEVATION ON SHEET 1 OF 6) A'ITACHNIENT TO PRECAST.SILL MIN. ATTACHMEN r TO WOOD 2• BY WOOF BUCK WOOD BUCKS BY OTHERS MUST NE PROPERLY SEALED AND ANCHORED TO TRANSFER LOAIDS TO THE STRUCTURE ... SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, ADDUCT �Y�� ..p.2a tMb/Yc NN- l-1712.21 -A 2,/q _ Cr64 t11H!CT' &FI4EL4YNi :.-A• Astna wa1 toe sa+w>t 4r• ; c,�r �� ASCU Ht:RAv'/%%J �C'•''�,cENSF �'2 Nc. 51393 Tza3=. a1-i5'4- -A -OF //Nu 111111\t� FRANCISCO HERNANDEZ FLORIDA PE # 51393 :J .: Sunshine Windows M9nUfgturing, Inr. 170 W. J3rd Place Md.b. ri,= 33012 Ph: (305)384-9952 Pax:(}W)828-51 IS DRAWING No. SOD09 DATE: 12-03-08 SCALE; 1 2"st• SHEET 6 OF 6 1. MIAMI-DiADE MIAMI-DADE COUNTY LZ.L'�11a1 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.Eov/economy Sunshine Windows Manufacturing, Inc. 1745 W. 331d 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 the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. . . This product is approved as described herein, and has been designed to comply with she Flo44 J dilding... Code, including the High Velocity Hurricane Zone.- • • ... • DESCRIPTION: Series "1650 (XO)" Aluminum Horizontal Sliding Window—4,.A61 • • APPROVAL DOCUMENT: Drawing No. HS08-01, titled "Series 1650 Alum iriurii korizogtal Sliding;"": ... . Window (XO) Impact Resistant Glass", sheets 1 through 7 of 7, dated 03/14/08,s Mli revis'fgII'3:dated.. • • • 09/04/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P...,.bearing thv.Miami—• • • • • Dade County Product Control Renewal stamp with the Notice of Acceptance numbealad 'expiratiemdate by•..•;' the Miami —Dade County Product Control Section. . • • • • • • 00 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's ndtye'or**logo,*city? itate, • • series, and following statement: "Miami -Dade County Product Control Approved", unless otherdvtsv noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 17-1017.06 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. 19-0405.03 Expiration Date: April 10, 2024 y4f�olnApproval Date: May 02, 2019 "J Page 11 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 No. 3 dated 09/04/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. (Submitted under NOA No. 17-1017.06) 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 0""' • • • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • �' • • 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 : : : arong with marked -up drawings and installation diagram of an aluminum horizontal • • ..;Di ing window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. . ":' • ' • • • • • .. F.TL-5331, dated 09/18/07 and FTL-5015, dated 07/27/07, signed and sealed by • • ; • •.Qarlos S. Rionda, P.E. J:S wbmitted under NOA No. 08-0107.08) :....: •L�' • CALCULATIONS • .' •. 1. : • •Anchor verification calculations and structural analysis, complying with FBC 511 0000 Edition (2014), prepared by manufacturer, dated 11/09/14, signed and sealed by Francisco Hernandez, P.E. (Submitted under NOA No. 14-1204.11) 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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 0l/19/17, expiring on 07/08/19. Manuel Pe z, .E. Product Control xa finer NOA No. 1 05.03 Expiration Date: April 10, 2024 Approval Date: May 02, 2019 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. (Submitted under NOA No. 17-1017.06) 2. Statement letter of conformance, complying with FBC 51h Edition (2014) and of no financial interest, dated 11/10/14, signed and sealed by Francisco Hernandez, P.E. (Submitted under NOA No. 14-1204.11) 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) 4. Proposal No. 17-0539R2 issued by the Miami -Dade County Product Control Section, dated 12/07/17, signed by Manuel Perez, P.E. (Submitted under NOA No.17-1017.06) 0000 G. OTHERS • • • • • • 1. Notice of Acceptance No. 14-1204.11, issued to Sunshine Vxdows Maptif4etiring, Inc. for their Series "1650 (XO)" Aluminum. Horizontal Slidi"g'.Y a ndow" L.M.I.10.• • • • approved on 05/14/15 and expiring on 04/10/18. • • • • ..... • • • 0000 Manuel Pe .E. Product Contro xa if NOA No. 405.03 Expiration Date: April 10, 2024 Approval Date: May 02, 2019 E-2 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None B. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 966* 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their " • • • • • • • • • "T.rosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01 /18/18, •� :': •. expiring on 07/08/19. • • •F. ST &MNTS ..... .... 1. '..Hone. ..... .... ...... •••••••• OTHERS • 1. : •:1Qbtice of Acceptance No. 17-1017.06, issued to Sunshine Windows Manufacturing, • •. I4c. for their Series "1650 (XO)" Aluminum Horizontal Sliding Window — L.M.I.", • • • : ' .approved on 12/21 / 17 and expiring on 04/ 10/ 19. .. Manu Per E. Product Control xam' er NOA No. 1 5.03 Expiration Date: April .10, 2024 Approval Date: May 02, 2019 E-3 DESIGN PRESSURES CHART, P51+ HEAT STRENGTIIENED LAMINATED IMPA(,T RESIST GLASS WINDOW DMENSION ANfHQR SCIIFrDfU HURRICANE JjM)(.'TE(7Tll0N IS NOT kNIARRD N1DTN HEIGHT PER HEAD h SILL PER *A.AP 1 314" SILL 3" SILL EXT. INT. EXT. INT. 28 1/2' 3T ST 1/8" 74"8 26' 4 3 120:00 60.00 120.06 5 120:00 80.00 120.00 6 153�33 119.30 80.00 119.3 90.6 80.00 90.00 N q ie 1/2' 3T 3.11. 1/6' -4.8 38 3/8' 4 8 53.33 120:0 60.00 120.00 5 53.33 120.0 60.00 120.00 6 53.33 96.50 bo.00 95.50 53.33 78,90 78.90 78.90 37' 9S 1/8' 7a• 60 5/6' 5 8 53.33 104,70 80.00 104.76 6 53.33 88.40 80.00 88.40 8 53.33 67,30 67.30 67.30 37' 35 1/8' 74' 63" 5 9 53.33 88.20 80.00 88.20 6 53.33 75.00 i5.00 75.00 8 53.33 62.00 62.00 62.0(� Z4" 36' 48' 66' 72" 24' 3 3 53.33 120:0 60.00 120.0 4 53.33 126,0 50.00 120.0 6 53.33 120.0 80-001 120.0 7 53.33 120.00 60.00 120.0 8 53.33 1 90.00 80.00 90.00 N C9 Q O 36' 48' eo" 72' 36' 3 } 53.33 120:60 80.00 120.0 4 53.33 120.60 80.00 '120.0 6 53.33 120.00 80.00 120.0 7 9133 99.90 60.00 99.90 8 53.33 88:80 BO.00 88.60 48' 60' 72' 48' 4 6 53.33 1 dG.40 80.D0 100.40 6 53.33 93.90 60.00 93.90 7 8 53.33 87,00 80.00 87.00 53.33 7d.3d 74.30 74.30 36' 48' 86' 72' 4 7 53.33 9().GO 60.00 90.00 6 53.33 87.00 80.0 87.00 7 8 53.33 83.40 80.0 83.46 53.33 67.80 67.80 67.80 ; 1/A" ­ WMI) LOAD A.S.D. FACTOR TOTE: THE DESIGN PRESSURES SHOWN ON THESE CHARTS ARE FOR ALLOWABLE STRESS DESIGN. FOR WIND LOADS CALCULATED BASED ON "ULTIMATE WIND Sunshine Windows SPEED" AS DETERMINED FROM ASCE 7-10 OR manufoctu6n9, Inc. IBC Z015 THE VALUES SHOWN ON THE TABLES 1745 W. 33.4 I'l- SHALL 8E MULTIPLIED BY 0.6. "Omh, FWW. 33012 Ph: (395)384-9952 fQ;:(3Q5)828-5118 _SE MUNTINS (SURFACE APPLIED) MAY BE USED TYPICAL ELEVATION (XO) GENERAL NOnS: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014) AND F'8C 1ST1i EDITION (2017). 2.- CONFIGURATIONS OX AND XO• 3.- SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TQ DESIGN PRESSURES CHART. 5.- FOR ANCHOR TYPE AND SPACING REFER TO 1YPICAL ELEVQTIQNS AND SECTIONS ON SHEET 5 THRU 7. 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: CONCRETE STRENGTH FQ'28 = 3000 PSI MIN, CMU AS PER ASTV C90• CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. rA".I,.TfdN rvam FILLED CMU Fm' = 2000 PSI MIN. zmttlt�rVis�.�t 7.- USE NON -SHRINK, NON-METAUC HYDRAULIC I;EMENT 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. c �,299-STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE, STEEL SHALL BE Ry = 36 KSI MIN. I, 14-1 10.- THE THICKNESS OF THE AEUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8 ( / ALUMINUM SHALL BE Q063-T6. (/ / 11:- 1X OR 2.X 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. `,A111jj1 1 t 1 /iii 12.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) Co HERIV AS SPECIFIED IN FBC OTH EDITION (2%17). • • • • '�`��L\ '�ApENSc '��Q/ • • • • • • • GLASS: 0 • • • • • • _ t� �: No.51393 0.340' OVERALL LIIMINATEE �iJ�S; SI&G 1 r6:L T�s OF • _ * : * - 0.125" HEAT STRENCI}iF�1 G WITH•A 0.900` INLAYER =.O :• �_ llThnXITF Vy86 i ROOUCT Re%gSSv FILM DUPONT 13 ITE ,BETWEEN THE TWO LITES OF GLASS;dh��4aKFt44Sm LAMINATED BY TECNOGLASS OR SIMILAR. n . •• 1 P �$�� •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• ••• • • -. pretioo Cwe 20 ny ;diwni Pto•iU /ON l�, 1\`` FRANCISCO HERNANDEZ FLORIDA PE # 51393 PRAVONG No. HSQ8-01 GATE: P3-74-OB Scat c. t 2'-t' SHEET t OF 7 • • • • • • • ••••• DESIGN PRESSURES CH"T = PSF HEAT S'TRUNGTHENFD LAMINAI kD LNPACT ISTANT GLASS WINDOW ANCHOR [TUR1uCAA1kPROCTECTI(1N UiMENSION SCHEDULE 15 NOT RRQL7REn PER PER 13/1'I SILL 3" SILL WIOTFT HEIGHT HEAD h SILL JAMS EXT. INT. EXT. MIT: i4' - 3/8' 11 6 53.33 90.00 80.00 90.00 pp h5 i4' 50 5/e` 11 - 8 53.33 MOO 80.00 90.00 37` 6 53.33 96.00 80.00 90.00 33 1/a' 8 53.33 90,00 80.00 90,09 63` 9 11 53.33 65-A) 80.00 85.20 11 7 53.33 90,00 80.00 90.00 4d` 7 53.33 90.00 B0.00 96.00 60' 9 53.33 1 90:00 80.00 96.00 QO 60` 9 9 73' 11 53,33 00,00 B0.00 9p.U0 MIND LOAD A.S.D. FACTOR NOTE: THE DESIGN PRESSURES SHOWN ON THESE CHARTS ARE FOR ALLOWABLE STRESS DESIGN. FOR WIND LOAOS 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. ... . . . .. .. ... . • wAX. �- a IMPACT IMPACT ' oo GLASS GLASS II �; n FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 1 /!,i" I 7" MAX. -MAX. TYPICAL ELEVATION (XO) GENERAL N(1'CF.S: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014) AND FBG 6TH EDITION (2017). 2.- CONFIGURATIONS OX AND XO. 3.- SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHOO.$ FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART, 5.- FOR ANCHOR TYPE AND SPACING REFER TO fYPICAL ELEVATIONS AND SECTIONS ON SHEET 5 THRU 7. 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: CONCRETE STRENGTH F0'28 - 3000 PSI MIN. - CMU AS PER ASTM C90. CMU MUST BE S -INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm' = 2000 PSI MIN. R'tXK"T1u""'w n -cc..,: er,- ..y 1bc FW eA 7.- USE NON -SHRINK, NON-METAL.IC HYDRAULIC CEMENT GROUT PER ATM C1107/01107M STANDARD s i. SPECIFICATION FOR PACKAGED DRY. : _i9- 1 +- r 8.- WOOD HOT STRUCTURE SHALL BE SOUTHERN YELLOW PINE G= 0.55 OR GREATER DENSITY. �P:! '7i.- - . 9.- STEEL HOT STRUCTURE SHALL NOT 8E 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 608j-TG. II.- IX OR IX WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THI$ PRODUCT APPROVAL SHALL BE PROPERLY ATTACHEII TO SUSTAIN AND SHALL BE APPROVEDDBYRTHEFBUILDINGLOADS OFFICIAL POSED PRIOR BY Q DOOR INSYSTEMING TO THE STRUCTURE INSTALLATION. \ 0 ;F1; / 12.- ALUMINUM IN CONTACT WITH DISSIMILAR MATEI71ALS SHALL BE PROTECTED (BY OTHERS) G�S� AS SPECIFIED IN FBC QTH EDITION (2017). P,•'�cENse ' •gyp GLASS_ No. 51393 0.346" OVERALL LAMINATED QLASS USING TWO LTTES OF - 1 0.125" HEAT STRENGTHENED GLASS WITH A 6.090' INTERLAYE'R ' ro a - FILM 6UPONT BUTACITE PVB, BETWEEN THE TWO LTTES OF GLASS, :^RODUCTkEVISLU 73 = saPlying wish rb tloriw LAMINATED BY TECNOGLAS$ OR SIMILAR. 3uiumEcede [Lp� P. F my V D I -101 . of �G 70DlAL . L71 1i1 By ht: AoBM FRANCISCO HERNANDEZ FLORIDA PE # 51393 MonufQcturing, Inc. 1745 W. 331d Pl- *1_1 , Florida 3W12 Pry; (:,W5)364-9952 rpx;(3Q6)828-5118 SE # 3 4 Wv Un Q ggx N 3CL N p� OE OE { F W K W Q ir O b w � n ♦ r W r r C 0 QRAWING No. HS08-01 DATE 03-14-W SCALE: / 2`at` SHEET- 2 OF 7 O O O 12 13 20 9 15 18 Sunshine I indows Mmufocturing, Inc. 6 1715 W. 33rd Place HaWh, Flml& 33012 21 20 Ph: (?95)364-9952 Epz:(♦l05)826-5116 X 22 j0 f9 O Q � t� WINDOW WIDTH HORI ONTAL SECTION o � rn E~ O O 19 5 � N a r 0 r� 20 8 w _ m r � _ i , N 3 t7 xzxstCTR r+ wt.d O 6 O� 1L,/ 16 ? /r .n.t�r.;" ;rS-a lbe FFifM; "'l I 44- W•• a w-p- o �./ a)i7 a 9 2 (2) 2" WEEP- HOLES /'�� c'-..1i.'-Tr"�..:tC+- z � E Q E �_ N (1LJj ,✓ Z c k �2 N z 0 � i6 3 VERTICAL SECTION 1111l 111 ill �� , S'SL rc z N� m z LL (2) 2• WEEP— HOLES2 r�i ��•T*Tt t C� C � 1 nJ SILL RISER `.♦`G�gG�,.yE/�V C� ..' LENS ••• ••: • • • • .• • • _ No.51393go • • • • • go: • • �O DRAWING No. HS08-01 PRODUCTREV(SP.D '. STATE Of ,. ((7� VERTICAL SECTIn(�Ly ' `i u Hacv�aplying mlh the Ftaidn .. froi�t Ode�G Aceeptnnw Tk I i' 1 O � ♦�♦ • • Clafioo libc �l ♦ • • • • • • • • • • • ,�i °[ 11 I I I 1 j1♦ SATE: 03-14—oe • • • • • • • • • • • • Mor!v adaPmyicrCaulfll SCALE; • • • • • • • • • • • • • • • • • • FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 3 OF 7 • • • • • • • ••••• ... . . . ... . 1 MATERIAL LIST • • • • • • DATERIAL LIST • • •• Sunshine endows • • Manufocturing, Inc. • 174; W. 33,d PI.. • Fpokotl, Florida 330,2 • PM (,3pS)364-9952 • Foz:(3Q5)e28-5118 Q Q F; z Iq lIl Cn �i E E i 0 N_ 0 L Ant— RiiNk:1MI ; a Y� 0 0 4 \1�llltl l!'/lll in V U S O sco HER, , s z m m � C� .•"•�10ENSF'.'Qji No 51393 •' � - �+� j o !V� 44 PRODUCT REVISM t N QRAWING No. —Wn%witeth,Rode 1D"''�G�`: HS08-01 D•aldie8 Coh , .a�a,calvol -101 .Ofi e��,�6.+n1 •�1``�. Elq:ra' fhk a 4D Lg DATE: 03-14-00 OY SCALE, 1/2'-1' M hadiXi Cmknl FTWJCISCO HERNANOEZ SHEET 4 OF 7 FLORIDA PIE If 51393 FILM! PARTN 1tEQD: DESCRB'T10N MATERIAL i SW-019 / FRAME HERO 6063�T5 2 SW-019 1 FRAME SILL 6p63--T5 I 3 $Wzxz21 1 INSERT TRACK 6063-T5 5 $W-012 2 SLIDER TOP/BC77UM RAIL. 6063-T5 8 $W3019 AS ROD FIN SEAL PILE fElrt 6 $W321W 2 WHEEL BR/55 9 9W-017 1 MOVING MEETING RAIL. 6063-75 10 FW40111 1 FIXED MEETING RAIL 6063�T5 ti SW -AS AS ASSEMBLY SCREWS / 6 X 1' 5M5. - 1$ SW-013 1 JAMB TO MOVING PANEL 6063�?5 I'�iM � F�RT'� J�EQU. • •DP.+CRI�ION MA7hR1Al. •1 j SW-��6 r • MSVIN6 516E RNL 6UFf3-T3 14 SW3257 AS ROD WEATHER STRIP BULB VI(311 15 SW-667 AS ROD LATCH ZING 1§ SiY-SjD �/iILL � RQiICULAIED FILTER FOAM 17 SWpj71 = • • • SILL RISER 6063-T5 }B• 41 9Y-OM4 • 1 �JAAi�•T(1 FlXED PANEL 6063-T$ 1Q - AS ROC SILICONE PEG.-B95 OR SIMILAR 20 SW-101 AS ROD IMPACT GLAZING BEAD 6063-i$ 21 SW-57L i 3/6" X 3/4" FLAT BAR STEEL 22 SW -AS I 4 ASSEMBLY SCREW$ / B X 2 1/Z" SMS. _� 0.812 � 7¢D � 2.12�� � � Ir , .625 --I D.osD 1 I 1 - -- o.eso � � f- 0.394- OJ95 T� 0.760 1 �- -•-I 8.91! �-- 1.312 0.887 � FIXED MEETING RAIL SW-40111 MOVING MEETING RAIL $$yYyy017 JAMB TO FIXED PATIEL SW-014 �•--• 2An =-I FRAME JAMS TO MOVING PANEL SW-013, GLAZING BEAD SW-01 F7 6063-TS 6063-75 b063-T5 6063-T5 606`3-75 2.756-< - 1.750 ,.8750 I 3.062 f.o00 t-r-'+11Jj`-.0.050 - 2.00FRAME HEAD AND SILL SW--019 NONNG SIDE RAIL 'yF-016 SILL RISER SW-40771 INSERT TRACK SW-z,ix21 $UDER TOP AND BOTTOM RAIL SW-012 6063-TS �p$3-TS 6063-TS 6tl63-i•5 6063-TS 2 1/2" MIN. 2 1/2" MIN. 1" r�-1/4' ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. (FDA MAX. ANCHOR SPACING AND NUMBER OF ANCHORS i /4" ULTRACON 1 3/4" MIN. EMBEDMENT INiO MASONRY REEFER 10 ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7) - 'V THROUGH 1 BY WOOp BUCK. TYPICAL FOR HEAD. i= (FOR MAX. ANCHOR SPACING AND NUMBER. OF ANCHORS REFER TO ELEVATIONS AMC) DESIGN PRE SSURE CHARTS ... ::. __ ..._. e�.. ON SHEETS 1 OF 7 AND 2 OF 7) Sunshine windows TYPICAL FOR HEAD. - z BY WOOD aucK BY oTHERs. f.Wgcturing, Inc. MUST BE PROPERLY ATTACHED TO TRANSFER GOING SYSTEM LOADS 1745 W. 33rd PIme KIde9A, Flvldn 33012 TO THE STRUCTURE SHALL BE APPROVED P1t, (y)364-99ST BY BUILDING OFFICIAL PRIOR TO X Fgx;(aN5)020-5118 3� WINDOW INSTALLATION. 4 O m - 1 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED e`^ j BY BUILDING OFFICIAL PRIOR TO �] WINDOW INSTALLATA v DETAIL A z DEFAIL B I� Q ATTACHMENT TO MASONRY ATTAC11MENI'TO WOOD �¢ U t /4 $y$ ORb THROUGH METAL. ,FOR MAX. ANCHOR SPACING AND NUMBER (!) Q OF ANOHQR$ REFER TO ELEVATIONS AND N DESIGN PRESSURE CHARTS ON SHEETS 1/4' SMS GRS THROUGH METAL. 1" i OF 4 AND 2 OF 4). t" (FOR MAX, ANCHOR SPACING AND NUMBER TYPICAL FOR HEAD. 0 OF ANCHORS REFER TO ELEVATIONS AND MIN• MIAMI-DADE COUNTY APROVED NIA. DESIGN PRESSURE -CHARTS ON SHEETS MULLION. (UNDER SEPARATE APPROVAL) 1 OF 7 AND 2 OF 7). TYPICAL HEAD. r — — — — II fT S+i71E87St IP is W Iq'z4— pzp Z -0 Z < 1 Ur �F�,j >o A 11t �111111a (� U W m Sco ff lCE KKK¢ n 4 n • • • • _ NO 51J9J DETAILC ••• A•C•NTTO• • • • •• -� ?�_ g "' VAHA'IEMULLION ?RODULTREVISED %O''. STATE OF DRAWING No. { ATTACHMENT TO MFTAL STRUCTURE c� (STEEL OR A(.UMI, t/B' MIN. THICKNESS) lmldmFyyCbdc eth tAe Fltatda F1 \�\ H 8-01 AcaeptmceNut -lot Lob ` SQ • • • • .�°I • • • • • • • .0. • • Exp9uart Oeee � 1 n 1 n t111, DATE: 03-14-08 TYPICAL HEAD SEVWN$ . : : • • • • : : : ti+•; � c�ra/ " �5 - i ?, SCALE: z"=1 • • • • • • • ... • • • • FRANCISCO HERNANDEZ • • FLORIDA F'E 1/ 51393 SHEET 5 OF 7 • • • • • • • • • • + 4 1. e .14 e + 2 1/2' MIN, Z 1/2" MIN. 2 1/2' MIN. 1/4' ULTRACON 1 3/4" MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF I AND 2 OF 7) TYPICAL FOR SILL ONLY. i • • • • • • • • • • • • .i•,I; ^'tia'.. 3/4MAK. NON-SHNW ahm ..t .: OR 1- 9Y WOOD BUCK n— 2 1/2' MIN. 1/4' VLTRACON 1 3/4' MIN. EMBEDMENT INTO MASONRY THROUGH 1' 6Y WOOD BUCK OR NON -SHRINK NON-METALLIC GROUT (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 SILL ONLY, DETAIL D DETAIL E ATTACIiMENT TO PRE -CAST SILL ATTACHMENT TO MASONRY -DADE COUNTY'APROVED ION. (UNDER SEPARATE APPROVAL) MIN. —1/4' SM9 GR5 THROUGH METAL, _I \-1/4• VS GR5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER ON AND (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS R€TER TO ELEOF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS SILL. 7). DESIGN PRESSURE CHARTS ON SHEETS TYPICAL FOR SI. 1 OF 7 AND ] L1 OF 7 AND 2 OF 7). TYPICAL FOR SILL DETAIL Q_ DETAIL G 1 ATTACHMENT TO METAL STRUCTIJR6 A'ITACHMENT TO MULLION (STEEL OR ALUM. 1/8" MIN. THICKNESS.) (STEEL OR ALUM. 1/8- MIN. THK"KNFSS) TYPICAL SILL SECTIONS !� 2 BY WOOD BUCK BY OTHERS. MUST, be PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL. BE ,APPROVED BY BU1lDING OFFICIAL PRIOR TO WINDOW INSTALLATION, 1/4" ULTRACON 1 1/2' MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO CLEVA71ONS AND DESIGN PRESSURE CFURT$ ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR SILL. DETAIL F ATTACHMENT TO WOOD ?RODUCT REVISFI? m wmolying with th4 Fk.*N BuilAwg Code A=c,Ftetne No "1' 10 , Ofe, .xw9 L1,rc By ULJe NvAW Sunshine Vindows NOnufgcturing, Inc. 174$ W. 3W Ph— Hi.w9k FWWd 3W12 Ph: (3Q5)364-9952 FtiF:(3QQ)828-5118 0 � H r-� z F. .-a c I Q U w z a v' 0 5 0 M YLI ET P' l ^, r K:` IIY Fyrri4k m a V fp •03 WZ4 ey j O 00 ci E u F `,1`11tlnu/l/i��,, �. 6sr'o HERS i" m OCENSE lt�t. No. 51393 Off'. S7ATE (V�.� DRAWING No. x HSQ8-01 rlunl�G\ DATE: 03-14-08 q FRANCISCO HERNANDEZ FLORIDA PE � 51393 SHEET 6 OF 7 , , 1/4" MAX. DETAIL H ATTACHMENT TO MASONRY /4" ULTRA60N t 3/4' MIN. EMBEDMENT NTO MASONRY THROUGH 1" 6-WOOD BUCK A NON SHRINK NON METALUG GROUT FOR MAX: ANCHOR SPACING ANO NUMBER )F ANC40RS REFER TO ELEVATION$ AND LIGN PRESSURE CHARTS ON SHEETS I OF 7 Mb 2 OF 7). YPICAL FOR JAMBS. 1/4" SMS GR5 THROUGH METAL (FOR MA%. 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. MIAMI-DADE COUNTY APROYED FMULLION. (UNDER SEPARATE APPROVAL) r 1 II II jl II �I I� I I I I ATTACHWNT TO MULLIONS DETAIL 2 BY W000 BUCK BY OTHERS. / MUSTBE PROPERLY ATTACHED TO \ TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL ®E APPROVED 1 1•/2" BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. --1FOR ULTRMAX. CONANC 1 1SPA MIN. AND ETRATIONNUMBER INTQ WC FOR MAX. ANCHOR SPACING AND NUMBER OF ANt HQRS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON $HEFTS 1 OF 7 AND 2 OF 7). TYPICAI. FOR JAMBS. DETAIL I ATTACHMENT TO WOOD 1/e• STRENG 3/B• GLASS (TIPICAL) 1/4• MAX. ct4!u acnrr LLL $unshiR Windows Nonu(octuring, Inc. 1745 W. 33rd Pl c /4' EMS GR5 THROUGH METAL. "qI.I, Gbdde 33D12 ;FOR MAX. ANCHOR SPACING AND NUMBER RM. (05)364-9972 )F ANCHORS REFER TO ELEVATIONS AND Fcx!(305)928-SttB )ESIGN PRESSURE CHARTS ON SHEETS I OF 7 AND 2 OF 7). iYPIGAL FOR JAMBS. O DETAIL J ATTACHMENT TO METAL. STRUCTURE (STEEL OR ALUM: 1/B' MIN, THICKNESS) GLAZING DETA..TL 0.oW" DUPONT BUTACIT€ PVB OR SIMILAR ` 1/8' HEAT TRENGT4ENED JCONE PECORA 895 OR SIMILAR QI.AZING: 0.340" OVERALL LAMINATED CLASS USING TWO UTE$ OF 0.125" HEAT STRENGTHENED GLASS WITH A 0:090' INTER,LAYER elLM DUPONT BUTACTFE PVB, BETWEEN THE TWO LlTES OF GLASS. • • L*Ajo ay TECIJOGMS! OR SIMILAR •• ••• •• • • • •• • • • • TYPICAL JAMB SEQMNS: . : : • • •; ; • ••• • • • • • • • • • • • • • • • • • PRODUCI REVISED -.Plying with the Fk19de L3,n)dieg (b.& Aceepl.—hte 6 'rotiwo 00 ( l Bprmodmt R1NR!C7' OyAr as k ef•phtin£ wkk 'l+e PIwiM i i_� 3 9s?.;L-1 Cale +. reel• -a Ne_ 0 f.>I�.:-r1xc.;.-. iias- w r I v Vg N Rv_+ H gg a u siii tipF_ t t W GI pE Z 8 !111/1" 9. F 0 F tlttttlf U o 0m �L) iCENSF No. 5739310 ! i i o STATE ORAWING N.. HS08-01 OF (� •. FYO A•..'1��\ �i ' 1/tll Ittll' I Z5 - I l- DATE: -14-08. FRANCISCO HERNANDEZ FLORIDA PE # 51393 SCALE; 1/2"-l' SHEET 7 OF 7 MIAMI•DADE MIAMI-DADS 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) www.miamiaaae.Lov/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 the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane 'Lone. DESCRIPTION:: Series "2011" Aluminum French Door w8vo Reinforced Sidelites-L.M.L . •.... ••••:• APPROVAL DOCU IEN'T: Drawing No: FDOI-15 Revl, titled "Series 2011 Aluminum*Rmnc; Doo>av/V'irelites •. (L.M.I.)", sheets 1 through 26 of 26, prepared by manufacturer, dated 05/17/16 and last revised ph'12-1 5-1 7, signed �• • , and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control M'Vlribn stamp wit the ;•"'; Notice of Acceptance number and expiration date by the Miami -Dade County Product ContradVIeotion. • ••�; 90 00 .NIISSILE 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 WINkrd substrAes per • sheet 4 and sheet 5, applicable to all configurations in sheets 2 and 3. 0:...:. 2. Full length steel reinforcement (item #, 321 required at sidelites, when door is used w/mullion (it8m 413)� • � ;"": 3. Flush bolt locking option require interior top/bottom Flush bolts at active and inactive door reaf. The RegJpt,,'- 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 TNTOA 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 # 15-0929.11 and consists of this page 1 and evidence pages E-I & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAI H)ADE COUNTY NOA No. 17-1226.12 Expiration Date: September 01 , 2021 Approval Date: February 22, 2018 Page 1. Sunshine Windows Manufacturing. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Evidence submitted in previous files 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 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 0000 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 . .... • • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 .:long w-it mW;ed-up drawings and installation diagrams of OXXO Alum French doors w/Sidelites, ""•• prepared bvZeizestration Testing Lab, Inc., Test Report No. FTL-7832 dated 08/19115, signed and %• • • • : tealed by-ikmis Ortega, P. E. sees.: Note: This"W report has an addendum letter dated June 09, 2016, issued by Fenestration Testing lab. sees. sees sees . �. •, JECUI:AVONS • 1. Anchgr ve fication calculations and structural analysis, complying -with FBC 2014, dated • •• • • es. . 09/02L1 1, p�pared, signed and sealed by Francisco Hernandez, P.E. se • 2. filaziroconflies w/ AS,rME-1300-02, -04 & -09. • 0 : • •• D. 'QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. 1VIATERI AL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co.) for the "SentryGlas(g (Clear.and White) Glass Interlayers", expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5`11 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. shaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1226.12 Expiration Date: September 01, 2021 Approval Date: February 22, 2018 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No: FD41-15 Rev1, 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 12-15-17, signed and sealed by Francisco Hernandez, P.E. Note: This revision consists of editorial FBC 2017 code related notes only. B. CALCULATIONS 1. None C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. NIATERIAL CERTIFICATIONS 1. None .•••' . . .... ...... ...... .. . ...... E. STATEMENTS 1. • • • • Statement letter of conformance to FBC 2017 (61h Edition) dated 10/23/17 .pr;epFed signed and • } sealed by Francisco Hernandez, P.E. 00000 • • • • •"" 2. E-mail Statement letter of extent of DWG revision dated FEB 09, 2018, pfeVrM, sigiea ar)d sealed by Noel Martinez, Manager, Sun Shine Window Mfg., Inc. . • • � � � � • # F. OTHER.• •... . 1. This NOA revises NOA # 15-0929.1L expiring 09,101/21. • • • • Ishaq f Chanda, P.E. Product Control Examiner NOA No. 17-1226.12 i Expiration Date: September 01, 2021 Approval Date: February 22, 2018 E-2 ... . . . ... . . . .. .. . . . .. . . . . . . . . . . . . GENERAL NOTES: 0 • 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION E2D1 �)• • • • AND FBC 6TH EDITION (2017). .... I I • •: INDEX OF DRAWINGS: ' . • • .1• OF 26 GENERAL NOTES AND INDEX OF DRAWINGS- 2.- SHUTTERS ARE NOT REQUIRED. •• ••• •• • • • 3.- REFERENCE TEST REPORT FTL-7832 DATED ON 08/19/2015. ' • • • • • • • • • • • • • • 000 4.- FOR INSTALLATION REFER TO ANCHOR DISTRIBUTION ELEVATIONS 014 SHEET • • • • • 4 OF 26, CLUSTERS DETAILS ON SHEET 5 OF 26 AND TYPICAL SECVIONI • • • • • • • 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 OFFICIAL PRIOR TO DOOR INSTALLATION. 10.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC. 11.- DOORS SHALL COMPLY WITH EGRESS REQUIREMENTS OF FBC. 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/ClIO7M STANDARD SPECIFICATION FOR PACKAGED DRY. 2 OF 26 .- 3 OF 26 .- OF 26 .- • • 5 OF 26 .- • 6 OF 26 .- • 7 OF 26 .- • 8 OF 26 .- •• DOUBLE OUTSWING DOUK LLEVAIIONS. SINGLE OUTSWING DOOR ELEVATIONS. ANCHOR DISTRIBUTION. CLUSTER DETAILS. DESIGN PRESSURES CHARTS. VERTICAL SECTIONS A, B, C AND D. VERTICAL SECTIONS C AND 01. HORIZONTAL SAND F. SURSh1116 Windows Manufacturing, Inc. 1745 W. 33m w«. Ph: (3 )364 9952 Fo (3u5)364-5115 110 OF 26 .- HORIZONTAL SECTIIONG. 11 OF 26 .- HORIZONTAL SECTION G2. 12 OF 26 .- HORIZONTAL SECTIONS F1 AND E1. Q 13 OF 26 .- HORIZONTAL SECTIONS H AND H1. ( E 14 OF 26 .- HORIZONTAL SECTIONS GI AND E1. H AND J. 15 OF 26 .- HORIZONTAL SECTIONS ] V, 16 OF 26 .- HORIZONTAL SECTIONS H AND J1. W (17 17 OF 26 .- EXTRUSIONS. 18 OF 26 .- MATERIAL LIST AND GLAZING DETAILS. 19 OF 26 .- DOOR FRAME HEAD INSTALLATION DETAILS. 20 OF 26 .- SIDELITE HEAD INSTALLATION DETAILS. a 21 OF 26 22 OF 26 .- DOOR FRAME JAMB INSTALLATION DETAILS. .- SIDELITE JAMB INSTALLATION DETAILS. 23 OF 26 .- DOOR FRAME STANDARD THRESHOLD INSTALLATION DETAILS. 24 OF 26 .- DOOR FRAME HANDICAP THRESHOLD INSTALLATION DETAILS. W 25 OF 26 .- SIDELITE SILL INSTALLATION DETAILS. N O 26 OF 26 .- CORNERS DETAILS. A xin z w GENERAL NOTES AND INDEX OF DRAWINGS THIS PRODUCT IS IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED !MDVCf REY0.WD �- momplrlm.k Mte Fiau.' c.pt�w am��p�zt � 7abe;4•' PrtWstt C�slwl � U a 0 SGO IHERN- `�� �G•4lCENSF No.51393 z° STATETArE OF DRAWING No. FD01-15 .6 DATE: 05/17/16 �LS0ONA� F% SCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE # 51393 - SHEET t OF 26 174 i/2' 3 GAGE 40NRO HACK Y�1L FRAME WIDTH ( .. F(llSN BOLTS fL115N BOLTS FM.MiEMEnT R00. RUSH BOLTS A Q (• INIERKA SIDE) A 0 (e ENrERoa sIDE)soE) G� (e Sou Sunshine Vindows Itanutocturing, Inc. 1 H 17K k h. **n;;� smi /01 H Fax:(305)e28-511B xww NAM qx 8 HANDLE b W A rtvw °an I I 13 PONT MORTISE stusN.�7r[ ± !'7�'� U LM)f. SOEUTE FMME j MOM. 'DOOR MAUVE WIDTH MeL SOEUiE FRAME WIDTH MI1K. o00R FRAME w90TH !— a r� EXTERIOR ELEVATION EXTERIOR ELEVATION Dow FRAME WIDTH Q �S•+ DOUBLE OUTSWING DOOR W/SIDELFCES DOUBLE OUTSWING DOOR EXTERIOR ELEVATION � l� now BOLT OPTION) (WITH FLUSH BOLT OPTION) DOUBLE OUTSWING DOOR (wmF 3 POINT MORTISE I= OPTION) O O W (V 0/ a 1741E FLUSH BOLTS SPONT MORTISE EN0IGEMENI ROO.IncK MAXO S wont IlMi HMc11YE Herr �-• A Ru51H BOLTS G A FLUSH BOLTS C It- ON, \ G W U IRTKCn Z W / \ 28 I5/18' / MV(.\.LO. a / U.L.O. H 1 G\ H H H OLD. IHDaNr - FRAME IHolalr - R Iro" ,R(\MORTISE i-X D.L.O. WIDTH (PANEL) - PANEL WIDTH - 11 1/2' O.LO. WIDTH (SIDEUNO - MAX. SIDEUTE MANE WIDTH - 13 1/B" FP U 1 _ O bb n IL PANELS)u (��) V z - F / Di D z wF 0 S 6 78• FILSN BOLTS 18• _ 78 FILSH Bars I E•' I� ¢ ¢ iMX. SOEUIE�FRN/E wHDTN� wx. oOOR FRAME woTN MAX SOEIlrE rRMME w� MAX. DOOR FRAME woTN tl l l l l I I!! n •• ••• • • • • • •• INTERIOR ELEVATION • • • • • • • • • INTERIOR ELGVA770N wx. DOOR FRAME wmHA 1, IDOUBLEOUTSW[NG DOOR W'/SiNF.LUIT • • • • • • • • DOUBLE OUTSWING D()OR .• ENS NFLusH BOLT OPfoN)• • • • • • ( FLUSH BOLT OPTIOH) INTERIOR ELEU F•DOUBLEOUTSWI]>, Ro • • • • • •••(wrH 3 PORo MORTISE 1scR iN�o. 51393 zDOUBLE OUTSWING DOOR ="�4 DRA>nNa ND. THIS PRODUC IS IMPAC RESISTANT SHUTTERS ARE NOT REQUIRED FFVATl0 LS btWwpuiaYwNK11MFlF001-15 •• ••f—hrix CIA"i OATE OF•9,0.dfutGz i,A•...0., ',,•' \� DATE:05/17/16 %•S(_,/SS/OVAL. �SCALE: N.T.S. • • • `• ee• • • • • camov FRANC&01 HEkWXNDEZ FLORIDA PE # 51393 �IB15/18'JS9/16'IMx.D.Lo,wol.D.Lo.FtE1OFMTLLKR0DD1 JS9/IB'28IS/16'11U1I. D.LO.\.O.E1TS 2EasstnusN BOCK ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �28IS/18'/M7(.O.LO.H13 f`OMIf0 Di 2813/16"C'MOL�LO.\3POBIf\LOCKusHBOLTS^ONKMCTNE1ElDKLn�R11511 Ba3POINfMLOCKr� PAEL ONUS 78• ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . • • • ••• VAX FRAME WIDTH • • • • . ..-_..._-_._.__ FLUSH DOLT • • • • • • A C (1 BITENOR� • . • • • • • 28 13/16'/ MAX QLO. MAX D.LO • • .1 • • • DEAD BDU • (EVER MNDLE� • • m • d • 0 Nye( \ B D D1 \ -L FLASH DOLT (• INTERIOR SIDE) 48• 42• 4B' _ MAR. SDDSTE FRAME WDT MAFI. DOOR MAX. SIOEUTE TOME WIDTH FRAME WIDTH EXTERIOR ELEVATION SINGLE OUTSWING DOOR W/SIDELTTES OWTH FLUSH DOLT OPTION) 135 7/IV HAK. F1•AE WON E D.L.O. D.Lo. NEW . NAME HDGM - is 1/6" I LO. WIDTH (F-Ma) - PANEL WIDTH - I 1/2• DLO. WIDTH (SDEITTF7 - LAX. SDELRE FRNE ROTH - 13 1/6' �2B 13/16' 35 9/16• O.L.O. MAX. D1.0. G1 \ F E m � � F1.17511 BOI.iS /' m / "Us" a B, MAX. sDEUTE FRAME WIDTH FXAME DOOR WIDTH ff'M7C SDEUTE FMM2E WIDTH INTERIOR ELEVATION SINGLE OUTSWING DOOR W/SIDELITES (WRIT FLUBN BOLT OPTION) THIS PRODUCT IS IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED • • • 3 Pow MoRMSE LOCK • • • • • FLUSH DOLT ENOdCFMENT ROD. (• INTERIOR SIDE) • • • G ACTIVE PANEL A� PANEL I 28 t3/16- • • • • Al4X. 0.L0. • • �• • •• • 3 POINT c••J o BOU RDEAj YIIG�2 3 PONT MORTISE LOCK ) 42' E1IGODIEMT R00. 42• MAX. DOOR FRAME WIDTH FRAME WIDTH EXTERIOR ELEVATION EXTERIOR ELEVATION SINGLE OUTSWING DOOR SINGLE OUTSWING DOOR (MIN 3 POW MORTISE LOCK OPTION) (1WTH FLUSH BOLT OPTION) J PONT IF LOCK ENGAGEMENTENGAGEMENTT ROD R00. I` 4z• MAX. DOOR FRAFE WlDtll INTERIOR ELEVATION SINGLE OUTSWING DOOR (WRH FLUSH BOLT OPTION) SINGLE OUTSWING DOOR ELEVATIONS J PO MT RH 3 POW MORTISE LOCK EW40DKW ROD, I I= wDm — ``\ SCO I HER INTERIOR LLEV411 \ . !U,q SINGLEOUTSWI V\GENSF.,�LQ '� (MIN 3 PORN No. 51393 -coMIODUC[REV66P" � (Z-IS?f RF 4WaWyrFt M kk the F14F(d+ i STATE OF A�K�Nv_ %l 1�76•�2 2Cll, •.ITM.../ANAL)vgISe61 t4tMlANDEZ ►rdWX1 C4•rWl FLORIDA PE # 51393 Manufucturing, Inc 1145 W. 33rd PlaC4 F1 F90lech, ;id; 33012 Ph: (305)364-9952 Faxt(305)828-51IS 4 � A xQ Q tea-+ O C) Q 1�. En Z W U CL m V Z at E: 20 w o e o z DRAWING No. FDO1-15 DATE: OS 17 I6 SCALE: N.T.S. SHEET 3 OF 26 174 t/2' MAR. FRAME WWH MAX SEE 1WAO/iNRE9101D SEE FIFM/iNRESNDLO SEE MEN7/TMRESNOLD �COI6ER CLUSTER DETKS rA$RNCIi EIW CLVSRNr 6OEUIE 6A CLA ON 3 IND Y, oN s1EaT 5 a 2e I OETKS F AND a ON I DELRS z Nt0 2A oR SeEEr s ai 26 SHM 5 ai 26 6X ME= FRNA WIOFN �• DOOR FRAME MOTH WX s MJM FPAE MOM EXTERIOR ELEVATION DOUBLE OUTSWING DOOR WISIDELITES 110 1/1' VAX FRAME MUM SEE RfiN/P�p�51q�DSEE NfID/RIRE9101DSIDEUTE f A 2A ON i1ETAR.S 2 AND ?A pl 51EET ! OF 26 �DUAAS SDEU7E iN0 CLUSTER 1 Nq ?A ON SNEET 5 OF 26 RK 3 Am 3 AND D.L.O. O.LA. 1ERMT - ntM* WOt1T - t5 1/9' O.LA. WOM QWN - PAkn WIDTH - 11 1/2' D.L.D. WOTN (SUFLOE) - MAX SIDMM FAME MOTH - 13 1/5' THIS PRODUCT IS IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED MAR. sRNAE MDTN ITEM 3' IER = . D 3A ON SFEET 5 OF 26 11A% SEE NEAD/FNRESNOID ASFMf.K S EET END CLUSFER sIA 261A ON 26 4g• I 41 • • W•• • I • • • • ----•j �.—r•--r-•-r1 • • • • • SWEl/FE FRAME MOM FRAME MD7l1 • ALAR. SW~04 WW" • • • • EXTERIOR EL"AmA • • • • • • • • • SINGLE OUTSWING DOOR WISIDELITES ANCHOR MTRf Wf10N g!E)rATIONS • • • • • • • • •• • • .. .. ... ... • • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • EXTERIOR ELEVATION DOUBLE OUTSWING DOOR 42' ��T7FAME M SEE NEAD/FIRE9pLo CaMER aUSFER PEiKS J ANo � aN 61EEr 5 ar 26 'IT Li EXTERIOR ELEVATION SINGLE OU'1'SWING DOOR MRODUc f OF nm ft —V• CWndewiti tie Rma h-wasAaRpxR N•-122L•1"Z- a-walM. Date'� ��(r'�.•' V. 5 of 26 Manufacturing, Inc 1743 W. 33rd PICCO 1fwwi0 FwdP 3M12 PA: (305)364-9952 FP.:(305)828-5116 w U n O a o Z U O O w 0_\CEN,31No.51393tie PATE:05/17/16 Is-(aj-TE OF ' �, FRANC&O iM NI4iJDEZ SHEET 4 OF 26 FLORIDA PE # 51393 CLUSTER OF 5 5/16• ULTRACON IN CONCRETE OR 1/4'-20 DRIL-FLEX GR 5 SELF DRILLING SCREWS IN METAL CLUSTER DETAIL 1 (5 ANCHORS IN CONCRETE OR METAL) USE FOR HEAD AND THRESHOLD AT ASTRAGAL END CLUSTER DETAIL I A (7 ANCHORS IN WOOD) USE FOR HEAD AND THRESHOLD AT ASTRAGAL END ... • . o r . . . .. .. .. . .. .. . . . . . . . . . . CENTER LINE. �311//2-•}331/2� 5 1 2} 31/-2-•{339//2-'{ • • �0:0-0- CLUSTER DETAIL 2 (6 ANCHORS IN CONCRETE OR METAL) USE FOR HEAD AND THRESHOLD AT SIDELRE END/MULLION/DDOR CONNECTION CENTER LINE. CLUSTER OF 7 5/16• ULTRACON IN WOOD 3 1/2' 3 1/2' 3 1/2• 5 1/2' 3 1/2' 3 1/2' 3 1/2' NOTE: 1.- SEE SHEETS 19 THROUGH 25 FOR INSTALLATION DETAILS. CLUSTER DETAIL 2A (8 ANCHORS IN WOOD) USE FOR HEAD AND THRESHOLD AT SIDELrTE END/MULLION/DOOR CONNECTION CLUSTER OF 6 y��UL IN CONCRETE FLEX GR 5 SELL DRLLI REWS IN METAL CLUSTER OF 2 5/18' ULTRACON IN CONCRETE Y�21/2' 3' OR 1/4'-20 DRIL-FLEX CR 5 I SELF DRILLING SCREWS IN METAL CLUSTER DETAIL 3 (2 ANCHORS IN CONCRETE OR METAL) USE FOR HEAD AND THRESHOLD AT DOOR AND/OR SIDEUTE CORNERS CLUSTER OF 8 ULTRACON IN WOOD LUSTER ANCHORS__SHALL BE AS FOLLOWS; - 5/18 • ULTRACON BY ELCO IF u - 188 KSI. Fy - 155 KSI) WITH 1 3/4' MIN. EMBEDMENT INTO CONCRETE AND 3 1/0' MIN. EDGE DISTANCE. 5/18' • ULTRACON BY ELCO (Fu - IS$ KSI, Fy - 155 KSI) WITFI i 7/8' MIN. PENETRATION INTO WOOD AND 1 1/4' MIN. EDGE DISTANCE. - 1/4' • KWIK-FLEX OR 1/4'-20 DRIL-FLEX GR 5 (Fy - 160 KSI MIN.) SELF DRILLING SCREWS THROUGH METAL. MIN. 3 THREADS BEYOND SUBSTRATE HEAD AND THRESHOLD ASTRAGAL/SIDELITE END CLUSTER DETAILS CLUSTER OF 2 5/18' ULTRACON IN WOOD CLUSTER DETAIL 3A (2 ANCHORS IN WOOD) USE FOR HEAD AND THRESHOLD AT DOOR AND/GR SIDELTTE CORNERS WAGUC r REVI All r 4o•pwm wily Im Fs id. E..L..Iw Dalc ti 1st 1. .. . tyic4•' 8F/II rui•a (;aa/NL Sunshine Windows Manufacturing, Inc. 1745 W. 33M Floc+ Ma-K R&;sa 33012 Ph: (305)384-9952 Fa (305)828-5115 M—/ W W MF•.•JI w E. x U O a h-i W C7 a W ZU 3 n 0 U 9 V1CCNsE .ti0 w No, 51393 DRAWING No. TATE OF �(/� FD01-15 OATE:05/17/16 s/OJNAI i 1� �.�� SCALE: N.T.S. FRANCISCU P&NANDEZ SHEET 5F 26 O FLORIDA PE # 51393 - DESIGN PRESSURES CHART DESIGN PRESSURES FOR 5/16• DLA ULTRACON ANCHOR CLUSTERS INSTALLED IN CONCRETE OR 1/4' KWIX FLEX OR DRIL-FLEX GR 5 SELF DRILLING SCREWS CLUSTERS INSTALLED IN METAL AT HEM AND THRESHOLD OF SIDELITE END/MUUJON/DOOR CONNECTIONS, DOOR AND/OR SIDELITE CORNERS, AND ASTRAGAL END. SEE SHEET 5 OF 26 FOR DETAILS DOOR MAXIMUM AND SIDELRE WIDTH DOOR SIDELITE WITHOUT WHEN SIDEUTES WITH PANEL FRAME SK1EUfES ARE USED AT SCEUTES WIDTH HEIGHT THE SIDES OF POS. NEG. POS. NEG. (NOMINAL) (NOMINAL) THE DOOR 48" 80.00 1 80.00 SINGLE (42) DOUBLE (787 80.00 80.00 42' 80.00 80.00 38' 80.00 80.00 106• JO• 80.00 90.D0 49" 80.00 80.00 SINGLE (30') 42" 80.00 80.00 DOUBLE (W-) SEE NOTE 1 80.00 90.00 36• 80.00 80.00 1. 50.00 60.00 48• 80.00 80.00 SINGLE (427 DOUBLE (787 90.00 80.00 42' 80.00 80.00 38' 80.00 80.00 96" 30• 50.00 80.00 48' 80.00 80.00 SINGLE (307 DOUBLE (60") 50.00 80.00 42• 80.00 60.00 36' 80.00 80,00 SEE NOTE 1 JO• 80.00 90.00 b• 50.00 80,00 SINGLE (427 DOUBLE (787 60.00 eo.00 42' 80.00 90.00 38' 80.00 80.00 82 J0• 80.00 80.00 49' 80.00 80.00 SINGLE (30") DOUBLE (807 $0.00 90.00 42• Bo.IO Bo.o0 3y 80.00 80.00 SEE NOTE 1 30• 80.00 80.00 DESIGN PRESSURES CHART DESIGN PRESSURES FOR 5/16" OIA ULTRACON ANCHOR CLUSTERS INSTALLED IN WOOD AT HEAD AND THRESHOLD OF SIDEUTE END/MULU NN/DOOR CONNECTIONS, DOOR AND/OR SIDEUTE CORNERS, AND ASTRAGAL END. (SEE SHEET 5 OF 26 FOR DETAILS) MAXIMUM DOOR SIOEU TE WIDTH DOOR LEAF AND SIDEUTE WITHOUT SIDEUTES WHEN SIDEUTES ARE USED AT WITH SIDELITES WIDTH (NOMINAL) HEIGHT (NOMINAL) THE SIDES OF THE DOOR POS. NEG. PDS. NEG. 48' 78.97 78.97 SINGLE (42•) DOUBLE (787 78.97 78.97 42" 78.97 78.97 36" 78.97 78.97 108• 30• 78.97 78.97 49• 80.00 50.00 SINGLE (307 42" $0.00 60.D0 DOUBLE (607 SEE NOTE 1 80.00 80.00 36• 80.00 80.00 3p• 80.00 80.00 y 80.00 00.00 SINGLE (42) DOUBLE (787 80.00 80.00 42' 80.00 80.00 36' 90.00 80.00 96' 30• 60.00 50.00 48' 80.00 80.00 SINGLE (30') 42• 80,00 80.00 DOUBLE (601 80,00 80.00 38 80.00 B0.D0 SEE NOTE 1 JO• 50.00 80.00 4H• 80.00 80.00 SINGLE (427 DOUBLE (78) 80.00 80.00 42' 50.00 80.00 36" 80.00 80.00 82" J0• 80,00 50.00 18" 80.00 80.00 SINGLE (307 42• 50.00 80.00 DOUBLE (80) SEE NOTE • 111 000 $0.00 • • BO.00 • ••••'e S6• • • L.O., 80.00 80.00 80.00 80.00 •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • •• • • DESIGN PRBSSURP✓S6G4AR-A-'•6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WIND LOAD A.S.D. FACTOR NMI: THE DESIGN PRESSURES SHOWN ON THESE CHARTS ARE FOR ALLOWABLE STRESS DESIGN (ALS.D.). WIND LOADS CALCULATED BASED UPON 'ULTIMATE wMD SPEED' AS DETERMINED FROM ASCE 7-10 ARE PERMITTED TO BE MULTIPLIED BY 0.6 TO CONVERT TO A.S.D AND .. .: ...... .... CAN BE COMPARED TO THE A.S.D. CHARTS. Sunshine Windows Manufocfu*, Inc. 1745 W. 3J1d Fl-* Hialeah. FI.1d. IM12 Ph: (305)364-9952 Faw:(305)828-5118 n 0 a w NOTE ) U = E DOORS REQUIRING EGRESS 40 w (FULL USER PASSAGE) SHALL z o COMPLY WITH THE REQUIREMENTS OF 26, N V fD OF NOTE NO. 11 ON SHEET i I a .•''�CENSF '•.ti7 �� � � I '�' �'• No.51393 `"o 4 :�o TEOF �, DRAWING No. PRODUC(REYO YD F001-15 Ae«pt4ec<Ne 17-f22L•12. \' _\ �� ``` DATE: 09/06/15 E"ket a Date i l l \ SCALE: N.T.S. -zyltrN LhIrM FLORIDAFRANCISPE # N51JDEZ 393 - SHEET 6 OF 26 ... . . ... . . %.... . %.. . . . . . . . . . . A . . . . . . . . . . Sunshine Windows O 17 12 ! _ ....... e • • • • • ... • • 17 Manufacturing, Inc. 1745 W. 33rd Pima FBolaoh Flo d4 33013 Ph: (305)364—g952 5 H 17 17 Z g p OR 21 I g n 26 I i 6 NOTE: U OR SEE GLAZING DETAILS 1 1 1 �x = 1 1 1 w , I ON SHEET 16 OF 26 p, 2 22 �3 a 4 ' I; 4 0� 2 OR I 2 i 1 1 OR 1A 1 1 1A g U u1 6 6 I W z w 17 9 EXTERIOR 14 i INTERIOR EXTERIOR INTERIOR 14 10 . CLs CL St B 12 3 17 3 �F og _-17 31 _. 33� o o ��SG.. d `��` NERti � • pp SIDELITE PANEL DOOR PANEL :� .-` ,1GENSC' % ;1 WITH STANDARD THRESHOLD `` No. 51363 NOTE: SHEET 18 OF 26 VERTICAL SECTIONS (WATER RATED) —_ * ,, * - Q 1 � Z DRAWING No. SEE GLAZING DETAILS ON n{lpDUCft£YIED per•, STATE OF FDO1-15 AwW.Sta Ne IQ OR �� "'• ....•• �''�,S/ONA1. DATE: 05/17/16 ewe u.ta 11`1 scALE:1 z' = 1' FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 �,011 p �d FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 7 OF 26 1 Sunshine endows Manufacturing, k1e. 1745 W. 3W Pk— Flieleoh, Fb W. 33012 Ph: (305)164-9952 17 Fe+:(305)626-5116 5 i 10J 17 p 0R 21 i A o� 9 { V) I U a d 6aj 3 W 2 i C'4 Op (� 4 f� rn 2 110R U EXTERIOR $ I INTERIOR Fn W 6 i � j a g ; p OR 21 j HANDICAP THRESHOLD SHALL NOT BE USED WHERE W V 10 4 1 5 WATER INFILTRATION RESISTANCE IS REQUIRED. i N D1 ,7 __ f1 _ ir PANEL Vyj7'H �P•Q-TR*101A(bPTIONAL) No.51393 NOTE: DOOR V&Eft A.D.A COMPLIANT. DRAWNG No. FD01-15 SEE GLAZING DETAILS ON SHEET 18 OF 26 �� (z-(S-E j, VERTICAL SECTIONS . •Rwnacfacv� %O�'.. TEOF (u • • • eearPFyfgwNY c•e PUMA M1e %i l� '.F(ORID�. '• \��� ��sis/• .••••..��G •• • • • • • • � • •: : �MucCe I-�. •12. �NAL11���. DATE: 09/06/15 • : : • : reppnll..Oefe SCALE: + 2' FOR INSTALLATION PURPOSE SEE SHEETS I9 THRU 25 • • • • • • 000 • k�..k kill--4C.rs.T FRANCISCO HERNANDEZ FLORIDA PE f 51393 SHEET 6 OF 26 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • O NOTE: SEE GLAZING DETAILS ON SHEET 1B OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 ... . ... . % .. .. . . % . . . . . . . . . . . . . ... . . . ... ... . .. .. ... ... . . . . . . . . .. . . . 0 . . . . . . . . . DOOR FRAME WIDTH EXTERIOR 01 HORIZONTAL SECTIONS MATCH LINE .RODUC f REV18@O r srPiYi°S ^'i1Y 1I1[ F'{arN. A«cpl..ce Nor 1l-1 co HER �q \ �•. •'vGENyF •.,yam � 4' No.61393 a �12-tS-I� STATE OF ',�4/ 'A FRANCISCO HERNANDEZ FLORIDA PE # 51393 Manu(actu6ng, Inc 1745 W. 331d PI.. tW-h• Florida 33012 Ph: (305)364-9952 F—(305)828-5118 J� N g , DRAWING No. FDO1-15 )ATE:09/05/15 icALE: SHEET 9 OF 26 Sunshine Windows Manufacturing, klc. 1745 W. J3M Plow Maleal�, Fiarida 3J012 Ph: (J05)J54-9952 Fa::(305)•28-511• f DOOR WIDTH FLUSH BOLTS AT TOP AND BOTTOM. F 1 A OR (SEE FLUSH BOLTS OPERATOR POSITION 1 8 19 ON SHEETS 2 AND 3 OF 26.) _ `� ...) w� Ml M 11 21 INTERIOR x d OR 1 OR 21 MATCH LINE 6 MATCH LINE O �Zw w t7 x ACTIVE INACTIVE PANEL PANEL Q .1 6 n2 2 6 17 6 2 2 6 ; DEAD BOLT AND LEVER HANDLE. n (SEE DEAD BOLT AND LEVER HANDLE N POSITION ON SHEET 2 OF 26.) u z 0 EXTERIOR o W oo� ul a lrrrrr� NOTE: HORIZL�1�trAl:SI;CT1k)NS `\\`\\\Il c,�S��..HERNq ' SEE GLAZING DETAILS ON SHEET 18 OF 26 —�-• -�-• �,,� �,•' \\GEN3F '•. �O �ra a (DOUBLE• 2UTSVIIJG gO(! V§TH:FLQ54(:BOLI• QPT10N) z •• ••• •• • • • •• No. 51393 - DRAWING No. FD O 1-15 REVISM • • • • •a �Mrl•s o+n tr airwA&: 10 % sr E F t� • • • • • • • • 000 •: ••: Fwdin�CaM i Ampt.XN9 17-12ZC• T' e,plretl•. Wu `i..._.,r F<OR10 P,•'' � � •• C9 �� ''''SS/1ONAL\��\`' DATE; 05/17/16 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 :• • : : •• • : : • • • • • • • .. • �.1 e ���111 FRANCISCO HERNANDEZ SCALE: 1/2"- 1" SHEET t0 OF 26 fq�,1►.r.i'w••aCaM�el FLORIDA PE 51393 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MATCH LINE OR NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 TIIRU 22 ... . . . ... . . . .. .. . . . • • .. . . . . . . . . . . . . . ... ... . . . .. . . . . . . . . . . . . . . . . • • • • • • • • • • • • • • • • • • • • DOOR WIDTH 3 POINT MORTISE LOCK. FLUSH BOLTS AT TOP AND BOTTOM (OPTIONAL) ON ACTIVE OF INACTIVE PANEL. PANEL ONLY (SEE POSITION (SNEE FLUSH BOLTS SHEETS 2 AND 3 OPERATOR POSITION ON SHEETS 2 AND 3 OF 26) INTERIOR ACTIVE L� `}5 III INACTIVE PANEL PANEL GZ EXTERIOR HORIZONTAL SECTIONS (DOUBLE OUTSWING DOOR WITH 3 POINT MORTISE LOCK OPTION) Manufacturing, Inc 1745 W. 33rd PIac4 H idech. Florida 33012 Ph: (305)384-9952 Fax:(305)828-5118 TCH LINE N 3 a = v a z E o W 0o %GQCH�iy,' i1 toDRAWING No. !wonuctr¢acv� ' O :, s FD01-15 eN 8/ DATE:OS/17/i6 Aer ( 1 •f22;.IL ii©�5( (�16i SCALE: 1 2.m 1. I( ,�y� Mai' fait. p -- FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 11 OF 26 rMacr l'.>wM Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Mac tw..N FW4. 33012 Ph: (305)354-9952 F. (305)l25-511• DOOR FRAME WIDTH — O 6" FROM TOP AND BOTTOM. INTERMEDIATE E O 24' MAX. 2 26 25 2 13 2 5 INTERIOR 5 2 w M2 U _---- -- I OR OR ¢ 3 4. 4. MATCH kINE 1, 6 17 5 _......... _ 17 7 11 24 11 7 17 _. _ —.- ................._ o �- C40 Enzw _ - w � Ix 17 j O 30 16 3 31 29 26 2 2 26 29 31 ; W V � O 6" FROM TOP AND BOTTOM. INTERMEDIATE o O 24" MAX. DOOR WIDTH SIDELITE WIDTH — - 0 I1/4" z •• ••• • • • • •XTERIOR \\\GO �N�Ri, F1 .....•.. �5 ti O • • •• • • • • • �� C��'•''•\,\OeN Sc" '��Y�j vo • • • • • • NOTE: • �'• No. 51393 SEE GLAZING DETAILS ON SHEET 18 OF 26 IiOIZiZONTQL S&IIONS /7J IZ-IS -lf4tU DRAWING . . !wooer �,C((��•oR1oP.• ' No. ATE OF��' FD01-15 ....•.• ••• • t e.• roo •11 welei .......• G • • • • • • • • • • • • • i • E a��% G •! i '�i,S�ONA1.1� DATE: 05/07/16 • • • • • • • • • • SCALE; FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 • • • • • • • •' • is / 4Ny FRANCISCO HERNANDEZ 'r �f Pr*0•�! ��� FLORIDA PE # 51393 SHEET 12 OF 26 • • • • • • • % • • • •• •• • • • •• ••• • • • ••• • • ... . . . ... . . . •• .. . . . •• .. . . . . . . . . . . • ••• ••• • . . .. . . . . . . . . . . • . • . •• . . •• ••• •• • • • •. • •• • • • • ••• • MATCH LINE MATCH LINE DOOR FRAME WIDTH EXTERIOR 0 HORIZONTAL SECTIONS FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 DOOR FRAME WIDTH _ I EXTERIOR OHI moms{ F it£Y18E0 r • .Plyft ilk roe FM: wra1.� ae•. yt 2.. Ap..t� N• 1 E�pIrW+• pYrc LIB. ac. .- WatNiw Manufoctu(mg, Inc 1745 W. 331d Plod Iw-h. m ldo 33012 Ph; (305)364-9952 Fox:(305)828-5118 HFR �G\�\GEN3,cg2Q�/"1i 11 ., No. 51393 i� (2—(j-•( ;�p�•• STATE_ OF 40'z DRAWING No. FD01 —15 DATE:09/06/15 7j 111 i��111\\� SCALE: 1 2.-1. FRANCISCO HERNANDEZ FLORIDA PE 51393 SHEET 13 OF 26 DOOR FRAME WIDTH FLUSH BOLTS AT TOP AND BOTTOM. SunsNR6 Windows (SEE FLUSH BOLTS OPERATOR POSITION MODUtiocturing, Inc. ON SHEETS 2 AND 3 OF 26.) O 6" FROM TOP AND 1745 W. 33rd Pbc. K6..h, Rmido 33012 O OR BOTTOM. INTERMEDIATE O 24" MAX Ph: (305)364-9552 �a.:(3o5>eze-s++e OR M1 11 18 19 21 25 2 13 2 5 INTERIOR 5 2 � F OR OR A W 1OR 04 MATCH LINE D, 6 11 4 17 7 11 24 11 7 17 x U 0 6 2 6 7 32 31 7.9 26 2 22 26 29 31 _2' a w Q O 6" FROM TOP AND BOTTOM. INTERMEDIATE O 24" MAX. DOOR WIDTH SIDELITE WIDTH E1 n G1 EXTERIOR � Z 0 0 F � a o U HORIZONTAL SECTIONS SEE GLAZING DETAILS ON SHEET 18 OF 26 ! E00� VJ7T1•FISSH:B04-tEPTION) (SINC{?aUTJ�IaG • •• • • • • ••• • •• ••• Of: • • • •• � �'• No.51393 •rra g DRAWING No. ••• ..... [2-15 ^ [�Of •• .., . • • • .raotwcenev POm•.,LORIDI O STATE OF ((/, FDO1-15 • • • • • • • • • • • • • Nr l% Z2L• 1L- .• Gam` �''�.s`SION'AL E� �`\ \ ATE: 09/06/15 • • • • •• • • • • • • A y,isr�e xlpl r�dw Dm+e 9!_ tf2-[ h111+11101,� SCALE: 1 2•_1• FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 • • • • • • • • • • r t S__-_ 15— L_ FRANCISCO HERNANDEZ &i ,W A-M, f d" C*A „+ FLORIDA PE 111 51393 SHEET 14 OF 26 i • i i i � • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 ... . . ... . . % .. . . . % .. . . . . . . . . . . . . . ... : •0. .. .. ... .. . . . . . . . . .. . . . . . . . . . . . . 1 you -- 4T Tno eun OnTTn4 ;MON \nj � FXTERIOR NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 DOOR FRAME WIDTH HORIZONTAL SECTIONS (SINGLE OUTSWING DOOR WITH FLUSH BOLT OPTION) MODUC r RFt1968C w 4mplyM Mlr the 14orSl4 n«epFarr N. e,pr - Wfr a : �6y tl�.rrN Manufacturing, Inc 1745 W. 33rd P1ec4 Kokmh, Florida 33012 Ph: (305)364-9952 Fox:(305)028-5118 ZWo. J O m N v U = E o p 0 0 1 `\tG 111111,, n aEE N�RNO '. G-' s .0..VICENSF '•, f���� TA No. 51393 * iVDRAWING W No. FD01-15 DATE:09/06/15 SCALE: 1 2•-1' FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET t5 OF 26 Sunshine Windows INTERIOR Manufoctu(mg, Inc. 3 POINT MORTISE LOCK. 1745 W. 33.d Pbc* Hdeah. Flo l& 3M12 OR (SEE POSITION ON Ph: (30S)364-9952 SHEETS 2 AND 3 OF 26) '-:(305)82a-5118 2 11 5 20 7 � O 5 17 6 - _ —� F-4 U p O O r w 16 30 6 2 H� 17 J1 EXTERIOR W n DOOR FRAME WIDTH C' P, O lJ Z 4 Z L� p NOTE: HORIZONTAL SECTIONS to U SEE GLAZING DETAILS ON SHEET 18 OF 26 (SINCE OVVVINJ DOOR WITH 3 POINT MORTISE LOCK OPTION) ((t1111111il1j/ •``G�SG� HERNq'•, n • •• • • • • ••• • •• ••• of • • • •• 4: No. 51393'a o 0 = t2^lS^1:� DRAWING No. «wDD�0 �i 0�'. ATE OF <(/ FD01-15 • • • • e • • • • M"EC'�'' i7-i%Z'!z Aecepta�ie �is5' GaG�` '�// /oilii�I. DATE:05/17/16 • • • • • • • • • • • I } "'�' 'rat ,- ( NCO SCALE: N.T.S. FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 • • • : • • • • ; • • • • : • •' 6� 1, 1- - firar�ti°6saG�~ HE N ANDEZ FLORIDACO HER 539E FLORIDA PE � 51393 Li SHEET t6 OF 26 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.000 163 140 1.890-FI.150 .65 .625 13 78 II 8 4 1. .078y 3.844 . 78 L078 0 DOOR FRAME HEAD 300 .176- 11N .062 .062 .440 T J-1.000-1 p T-it--112 O INSTALLATION SCREW COVER I-1.000j r.063 T 15 HANDICAP THRESHOLD SCREW COVER O TOP & BOTTOM RAIL ... . . . ... . . ••.... . % . . . . . . . . . . • ... . . . . ... . . 4.000 4.000 163 14 • • • • • • • i63 -1.890---1 j521 • • • •89 1.150t79 .625 • • 178 • • • • •rTj 078 J0 0 125 .I0781 844 I. ,078 .078 .063 - -078 -•1 I 2.500--m-6 [4250. .07{i • • •25G�-{-1.640�1.300-1 - -1-zso O• • • • • • • • • O z • •..••.•.. • 3 DOOR FRAME JAMS • • • • • • • • : : DdOj FRAME STANDARD THRESHOLD HINGES STILE 1.634 1_""'���2100� 262 351 R.073 II 135' 75 .D62 10 WEATHER STRIP PLATE 775 { I -ems t.t13 .998 -(-753 11 GLAZING BFAD FOR MASS THCKNESS = 7/16' ,,,,,, .254 1.113 f--'' . 62 .998 �k153 11 GLAZING BEAD FOR GLASS THICKNESS I" 2.104 325 774 1.504 �079 1 1 454 JL L063 .799 5�8.799 .817 12 TOP do BOTTOM PLATE 4 OACTIVE STILE 13 ALUMINUM MULLION NOTE: ALL DIMENSIONS ARE INCHES UNIT EXTRUSIONS 4.750 .401 1 8 90 .7501 R.OB 328 I 500 120 I� 14-2A79 1.07 L546-y O DOOR FRAME HANDICAP THRESHOLD 148-11 4.1 .387 -4.125- -6.024 INACTIVE STILE 1.436 O6 - .067 Fp6j 06 .440-JT 1.000 .312 .112- 4, - .1f1 14 THRESHOLD SCREW COVER 45' .184 045 f.i25 69 .6 L3 567 1.312 .317 OU �312 ---1.908- 16 ALUMINUM HINGES .aocucr M>rvls�4r w WP(YiL rrllh 1Ye Fbr:de A�P14an Nall• 2 /2- K�plrM1N SI•ie � C••wd 125 700 7092 5 1.6001 125 1D0 Manufacturing, Inc 1745 W. 33ra PIx4 K.Wl h. F1•Wa 33012 Ph: (305)364-9952 F-(305)828-5118 ii :11 11 i1 501- .181 _ U 3.790 � ¢ o 0 O N Vs1 R,yq1, , \ .`..... W dL_-��t�RCEllE1(f o 0 0 r w t ^ i 2 15 ^ ( DRAWING No. i�0•. STATE OF 4; FD01-15 DATE:05/17/16 SCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE # 51393 SNEET 17 OF 26 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 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 CO R 6063-T6 SAPA EXTRUDERS 16 46917 AS REQUIRED HINGES 6063-T6 SAPA EXTRUDERS 17 W33321NK0020 AS REQUIRED ULTRA FIN WEATHERSEAL POLYPROYLENE ULTRAFAB 18 290DZlABBP AS REQUIRED DEAD BOLT ZINC REGENT HARDWARE 19 290L3ZA83BP 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 E20318WN3020 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 1M816 12 PER PANEL 10 X 1 1/2" METAL SCREW STEEL GRAINGER 29 5KGF9 AS REQUIRED rf 10 X 1" METAL SCREW STEEL GRAINGER 30 T9FB402979 6 PER HINGE 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 • 6W3•T6• P SAPA• • • 33 X109HTIOO AS REQUIRED D SECTION RUBBER SEAL • • CPD►d • T M • •• ••• •• • • • •• 3/16" H.S. GLASS DOUBLE FACE GLAZING TAPE EXTERIOR " 1 0.875" m DOW CORNING 899 SILICONE 0.09" SENTRYGLAS PLUS INTERLAYER BY KURARAY AMERICA INC. -3/16" H.S. GLASS INTERIOR GLAZING DETAIL GLASS TYPE 1 0.09" SENTRYGLAS PLUS INTERLAYER i6" H.S. GLASS BY KURARAY AMERICA INC. 3 / 3/16" H.S. GLASS 3/8" AIR SPACE 3/16" TEMP. GLASS DOUBLE FACE GLAZING TAPE INTERIOR MATERIAL LIST AM GLAUNG QE14ALS • • • • 00 • • •• • • • • • • • • • ••• ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXTERIOR 0.875" 1 DOW CORNING 899 -- SILICONE I SPACER Ilanufoctwing, kc. 1745 W. 33rd P16ce W.IN h• FWidn 33012 Ph: (305)384-9952 Fox:(305)e28-5118 ALUMINUM (6063-T5) I I I o GLAZING DETAIL GLASS TYPE 2 EN •' 4 . No. ' � i �5511393 DRAWING No. •teoDUGf AEVRmO a ta•p1yFnR wi614 Flerib �p :, 4r ' Q •. STATE OF ((� FD01-15 \ AmepMece N•�� 22[• i Z i�(�S • . G DATE: 05/17/16 E�ptrrfe• 0.re��} ''�iS�ONAL SCALE: N.T.S. FRANCISI:6iII�NANDEZ FLORIDA PE # 51393 dy _2��C�`'^� •s R SHEET 18 OF 26 I a EMBEDMENT a 1 EXTERIOR EDGE DISTANCE m ... . . ... . % % .. . . . . . . . . . . . • .. .. ... . ... ••. . ... . . . . . . . . .. . . h 1197 . 5/16' 0 ULTRACON (Fy-155 ksi, Fu-188 KSI) i WITH 1 3/4' MIN, EMBEDMENT INTO CONCRETE THROUGH i' X WOOD BUCK. • • • • • • • • FOR MAX. ANCHOR SPACING SEE • • •HEAD/THRESHOLD CLUSTER DET�LS ON SitSET • �15 r OF 26. • • • ••• • • • • ••• • • J L— 1' X WOOD BUCK BY OTHERS MUST BE w PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. INTERIOR F.XTERI DOOR FRAME HEAD ATTACHMENT TO CONCREI'E THROUGH V X WOOD BUCK 4 1 2' 3 1 EDGE DISTANCE -5/16' • ULTRACON (Fy-155 ksi, Fu=188 KSI) WITH 1 3/4' MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE a EMBEDMENT da 5 OF THRESHOLD CLUSTER DETAILS ON SHEET d � G I w 26. i 1n I � x N EXTERIOR INTERIOR NOTE -- FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6, 7, a AND 9 ON EXTERIOR DOOR FRAME HEAD ATTACHMENT TO WOOD 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 5/16' • ULTRACON (Fy-155 ksi, 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. 1/4' • KWIK-FLEX OR DRIL-FLEX GR 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. MIAMI-DARE COUNTY APPROVED MULLION WITH 1/8' MIN. THICKNESS (UNDER SEPARATE NOA) OR METAL STRUCTURE WITH 1/8MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063-T6 OR A-36 STEEL. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. INTERIOR ATTACHMENT TO DIFFERENT SUBSTRATES Manufacturing, Inc. 1745 W. 33rd Pro.. Kdwh. Florida 33012 Ph: (3D5)384-9952 Fox:(305)628-5118 1�g�0rFDOl No. 51393(2^�S�fo.:�D..:rp,l gyp.STATE OF 5 .Iz �, s ,6K.ptrwrf.• '/,S/0NAL o.r1 �?�� �MBFdr FRANCISCO HERNANDEZ FLORIDA PE i� 51393 26 1 4 1/2" 3 1 8" MIN. EDGE DISTANCE - -5/16- • ULTRACON (Fy-155 ksi, Fu-188 KSI) WITH 1 3/4• MIN. EMBEDMENT INTO CONCRETE v I I THROUGH 1- X WOOD BUCK. EMBEDMENT i. FOR MAX. ANCHOR SPACING SEE ° I1' HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. 1' X WOOD BUCK BY OTHERS MUST BE �S w PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND 3 N APPROVED BY BUILDING OFFICIAL PRIOR TO Ln DOOR INSTALLATION. EXTERIOR I INTERIOR SIDELITE HEAD ATTACHMENT TO CONCRETE THROUGH I" X WOOD BUCK EDGE DISTANCE I d n EMBEDMENT j dv d I, �w EXTERIOR ;(�� INTERIOR EDGE DISTANT 5/16• • ULTRACON (Fy-155 kri, Fu=188 K51) WITH 1 7/8- MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. EMBEDME WOODEN STRUCTURE BY OTHERS MUST BE it PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING I � w N�r OFFICIAL PRIOR TO DOOR INSTALLATION. EXTERIOR; INTERIOR SIDELITE 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. 411E �� FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 5/16- • ULTRACON (Fy-155 ksi, Fu-188 KSI) EDGE DISTANCE OF 26. WITH 1 3/4• MIN. EMBEDMENT INTO CONCRETE. ja FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET III MWAI-DARE COUNTY APPROVED MULLION WITH 5 OF 26. 1/8' MIN. THICKNESS (UNDER SEPARATE NOA) L OR METAL STRUCTURE WITH 1/8- MIN. MINIMUM ALUMINUM THICKNESS BY OTHERS. 6063-T6 OR A-36 STEEL SHALL BE T_ALLOY w f APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. I N \ EXTERIOR I I INTERIOR 94 NOTE: • • • • • • • • FOR SUBSTRATES DESCRlPgON RE&* TQ • • • • • • • SIDELITE HEAD GENERAL NOTES 6, 7, 8 AND 9 ONO • e o o • o • rSIDELITE HEAD ATTACHMENT TO CONCRETE SHEET 1 OF 26 • • 000 • • rTTNCH#TE➢i bTO METAL STRUCTURE / MULLION WITHOUT WOOD BUCKS TYPICAL SECTIONS A.T SWELITE HEAD • .RaoD�F�Y r a..N7'tis,.nr Ire FT.rY. ATTACHMENT TOATT'ACHMENT TO DIFF.ERENT.SET$S' ; �Aeeepi! .NO �7-r22c t z 6 Mr✓�em"a C..1ed • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • \\\11111+111rriii i HERNq'',,, `� PC\.• �10ENg�c '•.tip No. 51393 ' STATE OF ((� /ONAL 1�? •`• FRANCISCO HERNANDEZ FLORIDA PE If 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Pl-. Hk4eM, nalW. 3"12 Ph! (305)364-9952 F.x:(305)628-5118 n N z 52 w 0 DRAWING No. FD01-15 ;CALE: N.T.S. SHEET 20 OF 26 ... . . . ... . . . .. .. . . . .. . . . . . . . . . . . . 1' XR oD • •••• DL ••• ••• ••• PT S+B,""y ANG OO DZALYVOO IR TOAN PR�R • • •• TO • • 1 /4' MAX. U �I SHIM SPACE INTERIOR • go " n • • • • • • • • • • • • • • • • • • • • W ^ u y`j 5/16- • ULTRACON (Fy-155 kN, —� EMBEDMENT 5/16' • ULTRACON (Fy-155 kai, Fu-188 KSI) WITH 1 3/4' MIN. - Fu-188 KSI) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE/ EMBEDMENT INTO CONCRETE/ _ GROUT FILLED BLOCK THROUGH �I GROUT FILLED BLOCK. FOR MAX. ANCHOR SPACING 1' X WOOD BUCK( - REFER TO TYPICAL ELEVATIONS ON FOR MAX. ANCH()j2 SPACING ! O �' SHEET 4 OF 26, REFER TO TYPICAL ELEVATIONS ON I EXTERIOR SHEET 4 OF 26. DOOR FRAME JAMB ATTACIIMENT• TO CONCRETE OR GROUT FILLED BLOCK THROUGH I'• X WOOD BUCK WOODEN STRUCTURE BY OTHERS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPRO'EI BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 5/16- • ULTRACON (Fy-155 lul, Fu-188 KSI) WITH 1 7/8- MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 4 OF 26, DOOR FRAME JAMB ATTACHMENT TO WOOD MNMI-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. II 1/4- • KWIK-FLEX OR ARIL -FLEX GR 5 SELF DRAWNG SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON II SHEET 4 OF 26. W oU 11� l Norr: FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6. 7. 8 AND 9 ON SHEET 1 DF 26 TYPICAL SECTIONS AT DOOR FRAME JAMB ATTACHMENT TO DIFFERENT SUBSTRATES 9 1/4" MAX. SFKM SPACE INTERIOR ° .1 — EXTERIOR DOOR FRAME JAMB ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK W TTTIOUT WOOD BUCKS 1 4' MAX. SHIM SPACE INTERIOR EXTERIOR Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Pt— Holeoll, nai =12 Ph: (305)364-9952 F..;(305)1128-5118 DOOR FRAME JAMB U 111 [[ill, rc rx ATTACHMENT'TO METAL STRUCTURE / MULLION `1 \ n ICENSF''. G W Nu. 1393 0 z --0 •. 12-(S—la-4r DRAWING No. MLODUCf YEYIfI� a o.••tylln rh9lYe lirlN ��Q '•, STATE OF <(/� %'��.''.,. F(ORIDP.•' \�� G FD01-15 ., S • �,,�S/ONAL1'?`' DATE:os /06/15 K.y1p1NW D6h'`j?.2C•t2. SCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE p 51393 SHEET 21 OF 26 trsr' X* V dw Gwd 5/16" 0 ULTRACON (Fy-155 ksi, Fu-188 KSI) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE/ GROUT FILLED BLOCK THROUGH 1" X WOOD BUCK. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 4 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. 5/16" • ULTRACON (Fy-155 kai, FU-188 K51) WITH 1 7/8" MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 4 OF 26. ------- 1" X WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO 1 4" MAX. SHIM SPACE DOOR INSTALLATION. INTERIOR w v EXTERIOR SIDELITE JAMB ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK TJB20UGH I" X WOOD BUCK 5/16" ♦ ULTRACON (Fy-155 kai, Fu-188 KSI) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE/ GROUP FILLED BLOCK. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 4 OF 26. 1 4" MAX. SHIM SPACE 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 INTERIOR ALLOY 6063-TO OR A-36 STEEL SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4" • KWIK-FLEX OR DRIL-FLEX GR 5 SELF DRAWNG SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 4 OF 26. II v EXTERIOR N07T:: FOR SUBSTRATES DESCRIPTION REFER TO SIDELITE JAMB GENERAL NOTES 6. 7, 8 AND 9 ON ATTACIIMF:NT TO WOOD SHEET 1 OF 26 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• TYPICAL SECTI93NN•AT:,�IIJIELI� JAMBS 0 6- 0 a ATTACHMENT TO•DIPPER 4�XorF SUBWRATES • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -� 1 4" MAX. SHIM SPACE SIDFLITF JAMB ATTACIINIL'NT TO CONCREIE OR GROUT' FILLED BLOCK WITHOUT WOOD BUCKS 1/4" MAX. LE INTERIOR EXTERIOR SIDELITE, JAMB ATTACHMENT TO METAL STRUCTURE! MULLION 11111 I u I r r r �Y \CENs I'-'. �P�G'' ' No. 51393 ' S TE OF MO➢UCf IWVi031 r rsptyk g With ON i9WW `O'(` •'• ,rl,OR10P,.•'G\�� WnAialL CAW nc(ept+re Np 7.1 1z2N:•lL /,,r ONAL 11��` gxytlrwlW Dare__r r 11 ! 1 11 FRANCISCO HERNANDEZ N•---1►MFN C4Yr1 FLORIDA PE # 51393 Manufacturing, Inc 1745 W. 33M Pipe H !epN FI.W. 33012 Ph: (305)354-9952 F—(305)628-5116 DRAWING No. FD01-15 ;CALE-. N.T.S. SHEET 22 OF 26 EXTERIOR 9 INTERIOR ... . . • ... . . . .. .. . . . .. .. . . . . . . . . . . ••• .... ....... . . • . ••• ••• . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . .. 0 % • • • • • • • EJtj* v / v EMBEDMENT ` FOR 1/4" SHIM SPACE- J I5/16" 0 ULTRACON (Fy-155 kei• Fu-188 KSI) USE NON-SHRINK,NON-METALUC L t WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE. 5 KSI HYDRAUUC 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 EXTERIOR INTERIOR OPTIONAL WATERPROOFING. WATERPROOFING DESIGN, MATERIAL AND AND INSTALLATION BY OTHERS. EDGE DISTANCE DOOR FRAME STANDARD THRESHOLD ATTACHMENT TO WOOD DOOR FRAME STANDARD THRESHOLD ATTACHMENT TO METAL STRL CIIJRE / 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" ♦ 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. 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" • KWIK-FLEX OR DRIL-FLEX GR 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. NOTES: 1.- FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6, 7, B AND 9 ON SHEET 1 OF 26 2.- STANDARD THRESHOLD SHALL BE USED WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. TYPICAL SECTIONS AT STANDARD DOOR THRESHOLD !RODUC F iREVl6f..0 1I0"'x Cedee lell11K FInri4 _ AoreFGecr No 17-1Z24- t2. _i.w ATTACHMENT TO DIFFERENT SUBSTRATES Or Dole ej ��st Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Makah, Florida 33012 Ph; (305)364-8952 Faz:(305)828-5118 \`L 11111 I1111" K E.m EN SF�4, v1 '. 1- N No, 51393 %1) •. 12 -lS ('�(() ' Q •, AiF OF DRAWING No. FD01 -15 G TONAL 1E DATE: 05/17/116 SCALE: N.T.S. FRANCISCO HERNANDEZ SHEET 23 of 26 FLORIDA PE # 51393 EXTERIOR 11 INTERIOR EXTER I II s D EMBEDMENT D I 5/16" • ULTRACON (Fy-155 kill. Fu-188 KSI) FOR 1/4' SHIM SPACE J�1° WITH 1 3/4" MIN, EMBEDMENT INTO CONCRETE. USE NON-SHRINK,NON-METALLIC 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 IIANDICAP THRESHOLD ATTACHMENT TO CONCRETE EXTERIOR INTERIOR LEDGE DISTANCE I , A.D.A COMPLIANT. DOOR FRAME IIANDICAP THRESHOLD ATTACHMENT TO METAL STRUCTURE/ MULLION AND INSTALLATION BY MIAMI-DADE COUNTY APPROVED MULLION WRH 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 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. N07'F+- I.- FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6, 7, 8 AND 9 ON SHEET 1 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 INsrA 1TION. HANDICAP THRESHOLD SHALL NOT BE USED WHERE 5/1� ,} L FJCOq (Fj-15 kal, Eu=188 • • WATER INFILTRATION RESISTANCE IS REQUIRED. KSQ WI7AryCyOR•SP�C 4 1 6' • IHE& EDGE DISTANCE FOR r. M0 FLEE •• •N•0 • .���� SC0 A.D.A COMPLIANT. HEAD/�rRESHOLD 4LUSTEFO DL?sAILS OM • SH[LR 5 OFWA• • • • • • • • DOOR FRAME HANDICAP ��\ �G\' 11GENS 41 , THRESHOLD ATTACHMENP TO WOOD No. 51393 — A TYPICAL SECTIONS AT HANDICAP.TRE&LESHOLD on»plyift ill. the 1.1-Wi �0 ATE - A.mlx•n No I A?--Z6.12_ F %�` '•• TOFil01".•_'` \�` ATTACHMENT TO DlIFFERENT SUBSTRATES \:A_FlaleS�j \G. 11 FRANCISCNANDEZ yi•ar,aF1w F1110111M COoawt FLORIDA PE 51393 • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 000 0 0 Manufacluong, Inc. 1745 W, 33r0 Pl-. i9obah, Flarlda 33012 Ph: (305)364-9952 Fox:(305)626-51 IS DRAWING No. FD01-15 SCALE: N.T.S. SHEET 24 OF 26 ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . . • . ... .•. . . . . . . . . . .. . . . . . . . . . • • . EXTERIOR I INTERIOR • • • •L�}SfEl�t10¢ • I • • : • • • INTERIORn ....... D t o ' v p p EMBEDMENT FOR 1/4- SHIM SPACE I I 5/16" • ULTRACON (Fy-155 kai, Fu-188 USE NON—SHRINK,NON—METALLIC L 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 HEAD/THRESHOLD CLUSTER DETAILS ON THRESHOLD. SHEET 5 OF 26. SIDF,LITE SILL ATTACHMENT TO CONCRETE E) SIDELITE SILL ATTACHMENT TO WOOD 1' MIN. I ----=1 EDGE DISTANCE I I SIDELITE SILL A1TAC11MENT TO METAL STRUCPURE / MULLION TIONAL WATERPROOFING. TERPROOFING DESIGN, TERIAL 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* 0 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. 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 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. NOT'a: FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6, 7, 8 AND 9 ON SHEET 1 OF 26 TYPICAL SECTIONS AT SIDELITE SILL ATTACHMENT TO DIFFERENT SUBSTRATES faanutoctuTing, Inc 1745 W. 33rt1 Ploce FBeleeh, Flo.ldo 33012 Ph: (305)364-9952 Fux:(305)628-51 IS GO HERi No.51393 0 .- �— - z LE PWOLIC i REVISED ATE OF !C% ' O� �v\ Accrpluee No1�^(�ZA 'li. ''i SS �G `� ck Data` ti.LS� 1_4��" FRANCISCO HERNANDEZ P..�••e1CiaUN FLORIDA PE # 51393 SHEET 25 OF 26 2 # 10 BY 1" PH. PAN HEAD SMS /To6% \ TOP CORNER JP- 1 0 0 2 # 10 BY 1 " PH. PAN HEAD SMS EXTERIOR BOTTOM CORNER DOOR FRAME CORNERS SCALE: NTS 162 3 # 10 BY 1 1/2" PH, FLAT HEAD SMS 2 # 10 BY 1" PH. PAN HEAD SMS •• ••• •• • • • •• EXTERIOR :•• : ©a&R FP:1,MECORNERS •.' •.(HM. DIQAf) %HRESHOLD) SCALE: NTS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 28 v 3 # 10 BY 1 1/2" PH. FLAT HEAD SMS Lr Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Pl— K10.1% FW& 33012 Ph: (305)364-9952 F—(305)628-5118 W a � f� VI U U Q 3 x o p LIJ v) � � z w w Q I o_ U 0 I 1 IHNR \Sjx . No. 51393 _ * * 0 IZ.jy t' �O�'.• `,S ATE OF (V DRAWING No. �It(}DUCf YEVb bw�Nr+.•Nbn�neer� i F[ORIU►•,'' �. ., S, •�•....... G� FD01-15 \ '',/S zOrJAL ATE: 05/17/16 pir>Mi4e Brn c xnT 1.7�``21 I0 �41,� FRANCISCO HERNANDE2 FLORIDA PE # 51393 SCALE: N.T.S. ��li�r G•YM SHEET 26 GF 26 MIAMI•DiADE M1AMI-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) ww-Nv.miamidade.aov/economy Sunshine Windows Manufacturing, Inc. 1745 W. 33rd 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 the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "2000" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. SH08-01, titled "Series 2000 Aluminum Single >:Iwg.hnpact; . . • • • Resistant Glass", sheets 1 through 6 of 6, dated 04/02/08, with revision No. 3 da4ed*644/17,�preffed by . manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miaraiat tde County Product+ • • • • . Control Renewal stamp with the Notice of Acceptance number and expiration dM0157 the Miatni—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 rra3 a •or logo*,- eity* state? • • • � • series, and following statement: "Miami -Dade County Product Control Approved:,' Gbt*s otherwise noted • . . . herein. . ......•••••• RENEWAL of this NOA shall be considered after a renewal application has beeitfil %nd 4reAw been"..; no change in the applicable building code negatively affecting the performance of this product. •....' TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 17-1017.04 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. NOA No. 19-0405.05 Expiration Date: April 24, 2024 �� f j� Approval Date: May 02, 2019 1 1 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. 08-0219.03) 2. Drawing 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. (Submitted under NOA No. 17-1017.04) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series 2000 aluminum •..0 single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports • • • • • • • • • • • • • Na's FTL-5253, dated 10/02/07 and FTL-5252, dated 08/17/07, both signed and •• ;•; •. s'eWed by Carlos S. Rionda, P.E. •' .�,Sgubmitted under NOA No. 08-0219.03) see:* . ft.' • • • CArCGIATIONS • • • • • • • • • • • 1. ; • •4tthor verification calculations and structural analysis, complying with FBC 51b ...... .... . . � ition (2014), prepared by manufacturer, dated 12/10 14, signed and sealed y • ; • • • • ; • ;�raucisco Hernandez, P.E. . (Submitted under NOA No.14-1224.08) • • • • • :2. •Ghazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel P e , P:E. Product Control x miner NOA No. 19-0405.05 Expiration Date: April 24, 2024 Approval Date: May 02, 2019 E-1 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. 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-f50%, ASTM D 3960-12 g/L, ASTM C 679-3hrs. 7 to 14 days, ASTM C 639-Nil. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 611 Edition (2017), dated September 10, 2017, signed and sealed by Francisco Hernandez, P.E. (Submitted under NOA No. 174017.04) 2. Statement letter of conformance, complying with FBC 51h Edition (2014) and of no financial interest, dated 12/28/14, signed and sealed by Francisco Hernandez, P.E. (Submitted under NOA No. 144224.08) 3. Laboratory compliance letters for Test Reports No. FTL-5253, dated 1 Q/a,Q(07 and FTL-5252., dated 08/28/07, both issued by Fenestration T1sting• Labor*-,tery, Inc.,..... signed and sealed by Carlos S. Rionda, P.E. •' • • 000 • • (Submitted under NOA No.08-0219.03) •"• " " ' 4. Proposal No. 17-0814R issued by the Miami -Dade County Pr * *' *t,ControL Secpon, ; • • • • ; dated 12/08/17, signed by Manuel Perez, P.E. ' .... .... ..... (Submitted under NOA No. 17-1017.04) •••••• •••• ••�••• .. .. .... ...... G. OTHERS •••••• • . . . . ...... 1. Notice of Acceptance No. 14-1224.08, issued to Sunshine Windows M$fit►faeturing, Inc. for their Series "2000" Aluminum Single Hung Window •-•1,.1I1, appreyed of "•: 04/09/15 and expiring on 04/24/18. ' • • • Manuel PerI.E. Product Control E er NOA No. 19-0405.05 Expiration Date: April 24, 2024 Approval Date: May 02, 2019 E-2 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None B. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS L Notice of Acceptance No. 17-11.14.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. .... ...... P....'STAT.EMENTS '• ••• 1. lione ...... . .. ...... :••••: G. OTIMKj ... , ; • • • , • 1. . , NQ ice of Acceptance No. 17-1017.04, issued to Sunshine Windows Manufacturing, .... ..Ixe, for their Series "2000" Aluminum Single Hung Window - L.M.I., approved on • • • • • • 1!!fl1 /17 and expiring on 04/24/19. ...... . . . . ...... . . 6004 Manuel ere E. Product Control Ex mi er NOA No. 19-0 .05 Expiration Date: April 24, 2024 Approval Date: May 02, 2019 E-3 HFAD ANCHORS SFF CHART TIPICAI. ELEVATRA 1 OVER I. GENERAL NOTE-';: USE MUNTINS RFACE APPLIED) AY BE USED WIND LOAD A.S.D. FACPCIR NOTE: THE DESIGN PRESSURES SHOWN ON THESE CHARTS ARE FOR ALLOWABLE STRESS DESIGN. FOR WIND LOADS CALCULATED BASER 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 (2Q17). 2.- SHUTTERS ARE NOT REQUIRED. 3.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 4.- FOIl ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 2 THRU 4. 5.- 60NORETE / 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 0E 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. FILLED CMU F -n' = 2000 PSI MIN. 6.- USE „NON -SHRINK, NON-METAUC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M 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 K$I MIN. 9.- THC THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LES •IAAN• T • • • • • • • ALUMINUM SHALL BE 6063-T6. 9 • • • • • • • • 10.- ix OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT •lPPROM ! 9HAL9 BE PROPBRIY • ATTA CHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING•SS.Y5,TM� Tfb 9E SVJCIJRC S}AL• • • AND SHALL BE APPROVED BY THE Wit -DING OFFICIAL PRIOR TO DOOR INIA'R01J' 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC 8TH EDITION (2017). GLASSt • • • • • • • • • • • • • • • • • • • 6:340" OVERALL LAMINATED GLASS USING TWO LITES OF • • • • • • • • • 00 25" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAY€R • • • • • • • • • • • • FILM DUPONT BUTACIT PV8• BETWEEN THE TWO UTES OF GLASS. • • • • • • • • • • LAMINATED BY TECNOGLASS OR SIMILAR. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN PRESSURES CHART - PSF WINDOW. DIMENSION ANCHOR SCHEDULE DISIGN PRESSUREIP6F WIDTH HEIGHT PER HEAD AND SILL PERJAMB EXT. TNT. 19 1/8- 26" 3 3 90.0 90.0 96:6 90:0 24 1/2" 3 37" 4 90.0 90;6 §3 1/8" 6 75.0 75:0 19 1/8" 38 3/8 3 4 90'0 90A 28 1/2 3 90.0 90:6 37" 4 90.0 90:0 53 1/8- 6 75.0 75,0 19 1/8- so s/e" 3 6 90.0 90.0 26 1/2- 3 90.0 90:0 $7" 4 90.0 90.0 53 1/8" 6 75.0 75:0 19 1/8" 63" 3 - _ 7 775.0 1/2- P 3 75:6 37" 4 E751.1 7S.0 53 1/8- 6 7.5,'0 19 1/8" 74 1/4n 3 8 75.0 75:0 26 1/2" 3 75.0 75,0 $7" 4 75.0 5:0 ]60 6 66.2 FRODC,'CT REVISED . O.yi-9 wi* the FkRi& Duitd d Cr,de Amtpf• NnI 7-!0!?. O 4- ExPirxtion Clnte I�fjTC1 M1tiv+ Osde Yrnduct (:ot•,.r-lr `7111t 111111 /t�/r . GOENSR4, 4 ' No. 51393 ace,. 70�( E �(rAtbt tt t!! FRANCISCO HERNANDEZ FLORIDA PE # 61393 Wnufocturq, Inc 1745 W. 33rd Pt IIt,sh.h. tkxida JJ812 Ph: (345)384-9952 Fpx!(396)828-5118 Wz 0 � o QRAWING No. $H08-01 DATE: 04-02-08 SCALE; 1/2"-1" SHEET 1 OF 6 2 1/2" MIN. 2 1/2" MIN. w X sa 4 DETAIL Al ATTACHMENT TO CONCRETE ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . • • • ••• ••• • • • •• • • • • • • V4' ULTZICON 1 i/4 -*.Mt4 EVEDME4 1%0 lf1N�ZETE TOR1DUO1,191•BY WOOD•BUOK. • • • (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEETS 1 OF 6). TYPIci FOR, aE&D' • • • • • •• • • • • ••• • •• ••• • • • • • •• TYPICAL ANCHORS 1• MIN. 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. p TYPICAL FOR HEAD. DETAIL A3 ATTACHMENT TO METAL STRUCTURE. DETAIL (STEEL OR ALUMINUM 1/8' MIN. THICKNESS) TYPICAL HEAD SECTIONS 1/4' ULTRACON 1 1/2' MIN. PENETRATION INTO WOOD. 1" (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART 1.11N' ON SHEET 1 OF 6). TYPICAL FOR HEAD. N 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 .w WINDOW INSTALLATION. N 4 DETAIL A2 ATTACHMENT To Wow /4SMS GR5 THROUGH METAL. FOR MAX. ANCHOR SPACING AND NUMBER iF ANCHORS REFER TO ELEVATION AND 3ESIGN .PRESSURES CHART ON SHEET I OF 6. YPtk FOR HEAD, 21AM1-DADE COUNTY APROVED IULUON. (UNDER SEPARATE APPROVAL) DETAIL A4 ATTACHMENT TO MULLION (STEEL OR ALUMINUM 1/8' MIN. THICKNESS) PRODUCT REVISED ro c—oyw with t1w Floeily, B"Mmg code I -IU1 narptaice No ExPirelior. Qaz J9 By Mi i •fe f4oduaC ,:axurFiJ`'1i�1'ts 040 •a5_t4 gi Q, L1CF.NgF ✓ !� FJ _ No 51383 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Vindows Mi n ifocturing, Inc. 1745 W. 33rd Plow "glen • Fl d& 33012 Ph: (395)364-9952 Fpr:(306)828-5118 DRAWING No. SH08-01 DATE: 04-02-08 90ALE: 1/2'�1• 1 SHEET 2 OF 6 I I I I I I W I I I i I I �a�I I I � QN l -A71-1 • •; • '- •� ° ° nz 2 1/2" MIN. 2 1/2` MIN. 2 1/2" MIN. 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. '•�" I }/4' IM. NON -SHRINK GROUT OR 1' by WODU R= 2 1/2" MIN. 1/4' ULTRACON 1 3/4' MIN. -Et.IBEDMENT INTO CONCRETE THROUGH 1" BY WOOD BUCK OR N9N-5 HRINK NON-METALLIC GROUT (FOR MAX. ANCHOR SPACINO AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL, FOR SILL ONLY. DETAIL Cl DETAIL C2 ATtACHMENT TO PRECAST SILL ATTACHMENT TO CON(IIIPTE: 2 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY AITAOHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. $IIL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. ... ELCO WITH 1 1/2' MIR. PENETRATION INTO WOM. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEEr 1 OF 6). TYPICAL FOR SILL DETAIL C3 ATTACHMENT TO WOOD CaU!4TY APROVED NDER SEPARATE APPROVAL) L=— --= j sl• •• • • • • • •• • /46 SIMS W5 FIRWGN METAL. 1/4' SMS CR5 THROUGH METAL •MIN. • • •(F IjlC(• 1WCROR SPACING AND NUMBER •(FOR MAX. ANCHOR SPACING AND NUMBER • • • • bG ORS9eu TA ELEVATION AND OF ANCHORS REFER TO ELEVATION AND •• �yJ�ESJI AT ON SHEET 1 OF�."N. DESIGN PRESSURES CHART ON SIHEET1 OF 6). • • • • • • TYpI FOR SILL , TYPICAL FOR SILL DETAIL C4 DETAIL C5 ATTACHMENT TO METAL STRUCTURE AT'�GIW1�• • 17' TU 11�ULLI�t1 (STEEL OR ALUMINUM 1/0' MIN. THICKNESS) (STEP* OR ALUIa 1/8' Myl. yilCl(j�!ESj) • • • • • • •• • • i• • • i PPItAL SELL rtn It1S • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PRODUCT ODUCT RSVISFD cc MyiM with the Fhwib Ruildieg Cak ncrcPca�Fce nb 17—/�! o¢. E 'rntgn Dale . �I� D N a� Dade F'rtduA Cvnb Mgnufocturi q, Inc 17•S Y(. 33rd Pbee MPNuh. FWdn 33012 pry: (}p5)384-9952 Fa•:(306828-5116 3 ??OD1Tfi' fiEtiEN'1SlY sl �' 1.:Fa+;F'd!A fht F1R411r U w ,' � o n � v ic..,�T p 4• a o a V F 4 z m om , IX � H'', FR _ w ��p� •' �10ENSF 'y I I _ No. 51313 _ n o DRAWING No. o F r •�G�� SH08-01 ` VAL 1r1 N ii sf ' WTE: 04-02-08 SCALES 1 2'=1' FRANCISCO HERNANDEZ SHEET 3 OF 8 FLORIDA PE # 61393 1/4" MAX. 1 3/4" 2 ... . . . ... . . . % .. . . . .. .. . . . . . . . . . . 1 /4" MAX. SHIM SPACE 1/4' ULYRACON 1 3/4' MIN. EMBEDMENT INTO CONCRETE THROUGH 1' BY WOOD BUCK OR NON SHRINK NON METAlL1C GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DES" PRESSURES CHART ON SHEET 1 OF 6). TYPICAL: FOR JAMBS. DETAIL Dt ATTACHMENT TO CONCRETE 1/4" SMS GR5 THROUGH METAL. (FOR MAX. ANCHOk OF ANCHORS REACI REFER OELEVAT'ION NG AND NAND LR DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR JAMBS, MNMI-DARE COUNTY APROVED — �MULLION. (UNDER SEPARATE APPROVAL) 1 (� II II I) IL —JI DET)UL A4 ATTACHMENT TO MULLION 1/d' MAX. • • • 2 49Y WOOD BUCK:Y wHliiiiS. • • • MUSi BE NROPEOLY ATIMONED TO • • •TFLNNSFER GLAANG SYStEMROADS • • • TO•THL• STRUCRJREa SALL•0E APPROVED 1 f�• • BY AbIWING mtiAL PR1bR TO WINDQW INSTALLATION. MIN. 1/4"•ULTR.0016 BY040 WITH 1 1/2" MIN. •PENCWTION INFO WOOR 7H-.4P.11UIOR z•(FA14 AFDC . 9fr'AGIN(: AND NUMBER �• QF•AN OR••S ACFER TO ELEVATION AND DESI PRLSS S•VORT ON SHEET 1 OF 6), • • • • • • TYPI Fddkk ,I I DETAIL D2 ATTACIiM(;NT TO WOOD DETAIL D3 ATTACIIMEN'C TO A ETAL S7RUCPU}t6_ (,STEEL OR ALUMNUM 1/8" MIN. THICKNESS) GLAZING DETAIL 0.60o" DUPONT BUTAOFTE PV13 1/8" HEAT 1/8" HEAT STRENGTHENED STRENGTHtNEO i i 3/8" GLASS BFTE (MINIMUM) SILICONE PECORA 805 TYPICAL JAMB SECTIONS PRODUCT REVISED t5 cMOldytnR mtll Ittt Fk+ridzt nwlcMoF Cnde Ace4ptaroe too 1'1'IOl .O Fx reran Date ICA e Afim" >ade Praftcf Cam+ /4" SMS GR5 THROUGH METAL "OR MAX. ANCHOR SPACING AND ' UMBER OF ANCHORS REFER TO LEVATION AND DESIGN PRESSURES SUBSf1I(18 IYIMOWS HART ON SHEET 1 OF 6). I Mpp4(pCtUTIR FO. YPICAL FOR JAMBS, 9' 1743 W. 33rd Fl— Tlpledt, Florida 33012 Z Ph! (305)364-9952 Fpt;(3Q5)828-5118 .ri a(j: �/yFtf+�n4c1 V < U n IJ y i F O J V E p= N Z O� ` cr N r ' VICENSf '.'9j1'O = No. 51393 0 DRAWING No. �Y4w� SH08-01 a Frt 1+ y DATE 04-02-08 SCALE: I 2"= I " FRANCISCO HERNANDEZ SHEET 4 OF 6 FLORIDA PE # 51393 7 ,2 15 10 16 Ll8 i $un;zhine Windows — — - Irlanufociuring, Inc. - 1740 W. 33rd Pbce Mobop, Florida 37012 Ph: (1p5)564-9952 Fox:(305)828-5118 14 3 O � (SEE DETAILS D2, D3 AND D4 ODI, flA41 ON SHEET 4 OF 6) (SEE DETAILS WINDOW WIDTH _r z Al, A2, A3 AN ON SHEET 2 of 6) HORIZONTAL SECTION o W C+� 21 cn [a. 3/4" x 3/0' STEEL BAR _ V Q D 4 15 � Li c2 O 9 5 14 rr 2 I Z I 12 E_ 3/4' x 3/8" STEEL BAR LATCH OFT10N r r : " n >Ls6 el+e Pret1'fy z ± u n 00 f•J zoo z� zoo i HERti, i m e N � n `rO j 11 ••• ••• • • • • • � C� � �,1GENSF .92O � C I •• •• ••• ••• � ��. No 51393 (SEE DETAILS - C2, Ca, C4 AND Cs • • • • • • • • • • • •Cl. VERTICAL SECTION g n ON SHEET 3 OF 6) WITH TOPLOCI{ vaooucr KEt65E[ saadog6xk `• C2`. RRAWING No. cZH08-01 • • •• • • • • • • • • • • • • • • • E4as DNa Qp J� 1 /��qN; 1i 1�} PATE! 04-02-08 VERTICAL SECTION ; ; • . • •; �; - SCALE: • • • 000 000 • FRANCISCO HERNANDEZ ;iHEET 5 OF 6 FLORIDA PI_ # 51393 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -1 a.e12 t- I �— z p6z —{ • • • 1,750 • • • ��o.395I�.31 �0.812 I-- 0.304 -�— 0.750 Z125 • • • • FRAME HEAD $W-ot4 _L GLAZING BEAT S�VI6W3 61 MEETING RAIL 846J-T5 6bfi3-15 —I 0.937 h•- � 7.625 --I 2., 27 T.314 p.0620.6� i7o I'— 2078 —� f--- 2.37b 0.812 4— FRAME SILL SW-¢2101 FRAME JAMB SW-011 SASFI TOP RAIL SW-017 8063-T5 6063-75 6053-TS 1.890 —I 2 75D 0.062 -r 1.000 O,OSD o.1e7o .1324 0.7119 t SASH BOTTOM RAIL $W-43355 SASH SIDE RAIL SW-012 SASH BOTTDN RAIL ?LASiIC KOCETAL K300 Q083-TS 6063-TJ SW-43J53 ... . . . ... . . . .• .. . . . % .. . . . . . . . . . . • • . • • ale 2. • •.• • • .. •. . . . . . ••. .• .•• .. . . . . . . • . •• • . • • • • • • • • • • MATEIftAL LIST Sunshine Windows Manufacturing, Inc. 1745 w. 33ra � • • • H.cleah, 'F" 33012 • • • •Ph; (3405)364-9952 • • • • Fa�t(305)028-51 IS • • • • • • • Q ►� r a V F O a H N W �a F et U C/2 .- t I"AAY fg','In 0 C* r vt 00E T"acs SiT&:'e'!+J(iY•1 W r w z w ��J// Q o tr t �0 IHF N `� N " �` �G\S t?GENS R.t4 �QS ' i — No, 51393� o . 1 r FitObUCC RENSI� 0 STAJE (V sc Wym xilh the Fkrid6 \_: ORAVVING No. Ilu;la�� cafe ' AcceMewell� 4 rG ' SH08-01 q- DATE: 04-02-06 t✓,- ade Froduct Contrd SCALE: FLORIDACO NER ANDEZ 61393 FLORIDA PE # 51393 SHEET 6 CF 6 ITGMN PARTN HF�U, DESCRIPTION MATERIAL sw-o,4 , FRAMI'r HEAD 6063-TS • �' SW5210, 1 FRAME SILL 6063-TS • 3 SW-011 2 FRAME JAMB 6063-TS SW40111 1 MEETING RAIL 6063-TS S SW-017 1 SASH TOP RAIL 6083-T5 � SW43355 1 SASH 80TTOFA RAIL 6063-TS 7 SW82D28 2 SASH CAM M/LON A SW-o,2 2 SASH srOE fUJI 6o63--T5 4 SW -AS A$ RED ASSEMBLY SCREWS � 8X1' PH PHIWP CRS ,0 SW8202A 4/VENT FACE GUIDE$ NYLON t i SW43353 $/VENT LATCH BOTTOM RAIL PVS7,C 12 SWt820 A$ ROD SEAL P8E FELT 13 SW3257 p$ ROD WEATHEfi STRIP BULB BULB VINYL i4 - A$ ROD SILIO�roE DC-gss/GE-t200 15 SWW101 qg ROD GLAZING BEAD 6083-T6 16 SW540 P SPIRAL BALANCE ALUMINUM 17 5W-667 - g/VEP{7 LATCH ZINC 18 SW3062 A$ R(IO WEATHER STRid BULB VINYL