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WS-17-914Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 7-914 hors Parcel Number 4120' Rep#acer :'APPROVED Expiration: 10/01/2017 Applicant 1226 NE 100 Street Miami Shores, FL 33138-2604 1132050090060 Block: Lot: Owner Information Address VALDIVIA HOLDINGS LLC c/o MELLAW 2601 S BAYHORE Drive ---•- -- -- - COCONUT GROVE FL 33133- 2601 S BAYHORE Drive COCONUT GROVE FL 33133 - VALDIVIA HOLDINGS LLC c/o M; m Contractors) HORIZON WINDOWS CORP Phone Cell Phone (786)298-6941 (786)298-6941 Valuation: $ 4,000.00 Total Sq Feet: 0 Type of Work: DOOR REPLACEMENT (3 DOORS) No of Openings: 3 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $2.40 $2.00 $2.00 $0.80 $130.00 $12.00 $3.20 $152.40 Pay Date Pay Type Invoice # WS -4-17-63554 04/04/2017 Credit Card 04/04/2017 Check #: 971 Amt Paid Amt Due $ 50.00 $ 102.40 $ 102.40 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building 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 AFFIDAV ce that a the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and • nin.. F1,= e e +re, • ' the above-named contractor to do the work stated. April 04, 2017 Authorizgnature: O er / Applicant / Contractor / Agent Building epartment Copy Date April 04, 2017 1 INSPECTION STRUCTURAL DATE INSPECTION RECORD INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Windows/Doors Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance FINAL DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS ��YtU-e blas (92530) 897 5-4-5-4 Zoning Final ZONING COMMENTS INSPECTION ELECTRICAL DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With FINAL ELECTRICAL COMMENTS PLU INSPECTION BING DATE INSP Rough Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final FINAL PLUMBING COMMENTS MECHANICAL INSPECTION DATE INSP Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum FINAL MECHANICAL COMMENTS BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 APR 0 2017 FBC 20( `t Master Permit Nom SI - M 7 Sub Permit No. q -C. IS S I� ❑ ROOFING REVISION ❑ EXTENSION ❑ RENEWAL El PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 4UP /Y; tap 6/ City: Miami Shores County: Folio/Parcel#: GG R to 6 Occupancy Type: Load: ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zip: 1�f< Is the Building Historically Designated: Yes NO Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): V o% ) e)i V 1 ? kt ieAr5 LLC, l .22c, ivc; /oci City:(/`'l ! c°�:�R f �J I `jdIC State: / C - Address: BFE: FFE: Phone#: 780 25-3 Z U V 3-56 51 Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: 21, /i CO City: eel Q� Qualifier Name: 3CJe State Certification or Registration #: �O Y l?ori li(./ 1 nc6LLA Phone#: 78e) 2 1 O 09 5 12rvei L))°e State: (— �- Zip: 3Z Crp ez. Phone#: eM84002n Certificate of Competency #: DESIGNER: Architect/Engineer: Address: City: Phone#: State: Zip: Value of Work for this Permit: $ 4000 0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Description of Work: 27e;C y /217 iat 0 P ✓I� Repair/Replace n Demolition 3 oc060 Specify color of color thru tile: Submittal Fee $ 0-3 Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise In good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the Inspection w, l • . be approved and a reins ction fe= i be charged. Signatur VC-- 0 NER or AGENT CONTCTOR The foregoing instrumen was acknowledged before me this The foregoin : -� ument was acknowledged before me this 31 day of � ttu2-c�� , 20 V7 by .1_____ da of 1---31/4- IN 4...4.0\1\ , 20 ri by t--CLo.s..v4z. �ozi.,K.a“w, who is personally known to me or who has produced 1'p 553a - S4,6 -(v 2- 414-13 me or who has produced as identification and who did take an oath. Si \3142-72— who is personally known to NOTARY PUBLIC: 1 Sign: Print: Seal: . ._ Expires: Feb. 9, Bonded thru Aaron Notary **************i**************• •** APPROVED BY (Revised02)24/2014) identification and who did take an NOTARY PUB = : Sign: Print: Seal: ath. 'r= Commission # GG071757 Expires: Feb. 9, 2021 € Bonded thru Aaron Notary M ****************************************************************** Plans Examiner Zoning Structural Review Clerk Detail by Entity Name Page 1 of 2 Florida Department of State Department of State / Division of Corporations / Search Records / Detail By Document Number / DIVi>iON OF CORPORATIONS Detail by Entity Name Florida Limited Liability Company VALDIVIA HOLDING, LLC Filing Information Document Number L13000131507 FEI/EIN Number N/A Date Filed 09/17/2013 State FL Status ACTIVE Last Event REINSTATEMENT Event Date Filed 01/06/2015 Principal Address GARDSV 12 182 75 STOCKSUND, SWEDEN XX (Nailing Address 9200 S. DADELAND BLVD. SUITE 508 MIAMI, FL 33156 Changed: 04/16/2014 Registered Agent Name 8 Address KUKER, HOWARD L, ESQ. 9200 S. DADELAND BLVD. SUITE 508 MIAMI, FL 33156 Name Changed: 01/06/2015 Address Changed: 04/16/2014 Authorized Person(s) Detail Name & Address Title MGR LENNEN,JENS GARDSV 12 182 75 STOCKSUND SWEDEN XX Annual Report.1 http://search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 4/4/2017 Detail by Entity Name Page 2 of 2 Report Year Filed Date 2014 01/06/2015 2015 01/06/2015 2016 04/16/2016 Document Images 04/16/2016 -- ANNlL61. REPORT 01/06/2015 -- REINSTATEMENT 04/16x2014 -- LC Amendment 09/17/2013 - Florida Limited Liability View image in PDF format View image in PDF format View image in PDF format View image in PDF format Florida EN:pan:mem JI l94ate, ..m> ..cto..i http://search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 4/4/2017 VALDIVA HOLDING, LLC. 28July, 2016 RE: 1226 NE 100 ST LIMITED POWER OF ATTORNEY FOR MONIQUE H. SMITH Valdivia Holding LLC Registered Agent Name & Address KUKER, HOWARD L, ESQ. 9200 S. DADELAND BLVD. SUITE 508 MIAMI, FL 33156 Telephone: (305) 670-0987 Facsimile: (305) 670-1450 hlkuker@kwglawoffices.com POA for: Unique Homes of Florida, LLC Attn: Monique H. Smith 1000 Quayside Terr., #1210 Miami, FL 33138 Cell 786-253-2869 Mon iqueHSmith@att. net Monique H Smith, has the right and power of attorney to sign for Valdivia Holding LLC and Mr Jens David Lennen regarding Building permit applications for the property owned by Valdivia Holding, on 1226 NE 100 ST, Miami Shores. Monique H. Smith will have the power of attorney related to the work involved, including but not exclusive to, applying for/obtaining any necessary permits needed during the total renovation of the property including: -Renovation, roof repair -Remodeling and expansion of the kitchen -Changes of floor in bedroom on first floor. -New bathrooms -Tent termites, pressure cleaning, condensing -Electrical work entire house -Fixing ceilings and interior and exterior painting. -Plumbing - Pool, engines, tile cleaning, -New wall for making two bedrooms on second floor -New facade, ladder, lights, -New exterior with landscaping Sincerely, Jens avid Lennert'=� By: This is to certify tf et Sir Jens David Lennen hc= signed his mune on this document. Stockholm July 29, 2016 Project: v Valdivia Holdings / Jens Lennen 1226 NE 100 ST Miami Shores Engineer: E.F. Printed on: 4/1/17 Building Characteristics h = 20.00 ft (mean roof height of the building) L = 55.00 ft (Short, horizontal dimension of a building measured parallel to the wind direction) B= 64.00 ft (Long, horizontal dimension of a building measured normal to the wind direction) h/L = L/B= 0.86 (ASCE 7-10, Table 26.9-1, page 256, Z= 12.00 ft zmin = 7 ft Terrain Exposure Constants) C= 0.15 ft Design Criteria ASCE 7-10, Chapter 30, Part 1 Risk Category II I= 650 ft e = 0.1V eft •.• (ASCE 7-10, Section C1.5, page 380) FBC-2014, Section 1604.5 Exposure D (ASCE 7-10, Section 26.7.3, page 251) FBC-2014, Section 1609.4.3 V = 175.00 mph (ASCE 7-10, Fig. 26.5-1, page 247) FBC-2014, Section 1620.2 • • • • • • • •••••• Kh = 1.08 (Velocity Pressure Exposure Coefficient also Kh, ASCE 7-10 TABLE 27.3-1, page 264 based ona) • • • 0.85 (Wind Directionality Factor, ASCE 7-10 TABLE 26.6-1, page 250, based on strJKLre type) ...• •• • •••• • • •••• • • •• •• ••• • • • •••• •••• • •••• • • • • •• •••• • • • • •••• • • ••• • • •••• • • Kd = Velocity Pressure qh = 0.00256 Kh Kd VZ [IbS/ftZ] (ASCE 7-10, Eq. 30.3-1) (NOTE: section 26.8 of ASCE 7-10, p.251 does not apply (i.e., Kzt=1.0)) qh = 71.97 PSF qh Asp = qz 0.6 = 43.18 PSF Determination of wind pressure (p) (ASCE 7-10, chapter 30, page 318, Components and Cladding) P = gh(GCp - GCpi) Gust Effect Factor (ASCE 7-10, 26.9, page 254, Rigid Structures) 0.18 (Internal Pressure Coefficient TABLE 26.11-1, page 258) Enter 0 for open Bldgs. 0.55 for partially -0.18 enclosed bldgs. or 0.18 for enclosed bldgs. [Ib/ftZ] (Eq. 30.4-1) (ASCE 7-10, 30.4.2, page 318) Gcp•i+ _ Gcpi•- _ Determine a: a= but not less than Use a= 5.5 ft or 8 ft (whichever is smaller) 2.2 ft or 3 ft 5.5 ft Windows and Doors Pressure reduction factor = 1 (Fig.30.4-1, page 335, if e<10' reduce GCp by 10%) 5.5 controls 3 controls • • • W w:2" 771.M tory � �� .�0 1 z �a � `: ami v ,'I� w m 0 qh = 43.18 PSF EXPOSURE: D CATEGORY: II P= gh[(GCp) — (GCpi)] [psf] WINDOW/ SIZE (aprox.) AREA GCp(-) GCp(-) GCp(+) P P P+ DOOR ID w (inch) h (inch) (SF) ZONE 4 ZONE 5 ZONE 4 &5 ZONE 4 (-) ZONE 5 (-) ZONE 4 & 5 d 7 s' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOM Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FL 33012 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 twwv.miamidade. soviecon omY ••. • • • • •••• SCOPE: •• • •••• • • • • This NOA is being issued under the applicable rules and regulations governing•tlse of edit t'11:Struction materials. The documentation submitted has been reviewed and accepted by Midlflt TMde County RERII — Product Control Section to be used in Miami—Dade County and other areas where allaiSv� i by the'V lkority Having Jurisdiction (AH.1). • • • •••• This NOA shall not be valid after the expiration date stated below. The Miami,Dinle Couta,,Product Control Section (In Miami --Dade County) and/ or the AHJ (in areas other than Miaryi,—,Pade County)•reserve the right to have this product or material tested for quality assurance purposes. if thi? pioduct ar maoterial fails to perform in the accepted manner, the manufacturer will incur the expense of luck ted ting mate AHJ • may immediately revoke, modify, or suspend the use of such product or material within•their juti4fliCtion. • RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Pf8duct 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 "2001" 8'-0" Outswing Aluminum French Door — L.M.I. APPROVAL DOCUMENT: Drawing No. FD01-13, titled "Series 2001 Aluminum French Door — Impact Resistant Glass, sheets 01 through 08 of 08, dated 04/02/08, with the latest revision "1" dated 01/20/15, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-0109.06 and consists of this page 1 and evidence pages E-1 and 1-2, and Green Sustainable Attributes (GSA) page G-1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI•DADE COUNTY APPROVED t% NOA No. 15-0204.05 Expiration Date: May 08, 2018 Approval Date: April 23, 2015 Page 1 • • • Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 14-0109.06 and 02-1104.03) •••• 2. Drawing No. FD01-13, titled "Series 2001 Aluminum French Door - Impact Resistant •••• . • Glass, sheets 01 through 08 of 08, dated 04/02/08, with the latest revision "1" dated •' • 01•/20/15, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E. •••• • • ▪ .. R. TEST$ • • • • • • •' 1. ' •:Fa report on: 1) Air Infiltration Test, per FBC, TAS 202-94 • ••••2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 . . ••"' " " 3) Water Resistance Test, per FBC, TAS 202-94 • •• •• 4) Large Missile Impact Test per FBC, TAS 201-94 • . • 5) Cyclic Wind Pressure Loading per FBC, TAS 203--94 • .▪ . • • •. 2411 3.2.1, TAS 202-94 and per AAMA 1304-02 along with marked -up drawings and installation diagram of an Aluminum swinging Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7262, dated 05/15/13, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 14-0109.06) 2. Test report on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading pet FBC TAS 202-94 . 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Side -Hinged Door Systems, per FBC, chapter 2411 3.2.1, TAS 202-94 and per AAMA 130'4-02 along with marked -up drawings and installation diagram of an Aluminum swinging Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI! -3399, dated 08/16/02, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1104.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with the Florida Building Code 56 Edition (2014), prepared, dated 01/20/15, signed and sealed by Francisco Hernandez, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). y;ctic.si�-- Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 15-0204.05 Expiration Date: May 08, 2018 Approval Date: April 23, 2015 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer" expiring on 12/11/16. F. STATEMENTS .••••• 1. Statement letter of conformance and complying with FBC 5th tear (20141 with AAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated•Q1/2$/15, sigsed and. sealed by Francisco Hernandez, P. E. • 2. Department of State Certification of SUNSHINE WINDOWS.MAgUFAMIIING• CORPORATION, INC. as a for profit corporation, active an0.8Nanized' under the • • laws of the State of Florida, dated 11/24/14 and e—filed by the iicrilaiy of,Sote.•� 3. Statement letter of conformance and complying with F1iCr.2010 and with • • HAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated :1270k13, gtg4j and sealed by Francisco Hernandez, P. E.• • • .. (Submitted under previous NOA No. 14-0109.06) •' • •••• 4. Statement letter of no financial interest and independence, issued, dated 12/05/13, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No. 14-0109.06) 5. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for Test Report FTL-7262, dated 05/15/13, signed & sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 14-0109.06) 6. Laboratory addendum letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No. FTI- 3399, dated 04/24/03, signed and sealed Joseph C. Chan, P. E. (Submitted under previous NOA No. 02 1104.03) 7. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No. FTL-3399, dated 08/16/02, signed and sealed Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1104.03) • G. OTHERS 1. Notice of Acceptance No. 14-0109.06, issued to Sunshine Windows Manufacturing, Inc. for their Series "2001 French 8—Ft. Outswing Aluminum Glazed Door -- L.M.I.", approved on 05/08/14 and expiring on 05/08/18. 2. NFRC U—Factor, SHGC, VT & Condensation Resistance Computer Simulation Report on: DDFR "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" of the series 2001 Aluminum glazed outswing French door at all members, along with attached Description Table Abbreviations in Appendix, submittal Form and Drawings, marked—up by Fenestration Testing Laboratory, Inc., Simulation Report No. FTI --7625, pages 01 to 05 of 05, including Miami—Dade County NOA No. 14-0109.06 approval drawings, sheets 01 to 08 of 08, dated 12/03/13 and signed by Jose Sanchez, NFRC Certified Simulator—In— Responsible—Charge (CSIRC). , (Submitted under previous NOA No. 14-0109.06)C-- ��. �,4,3„^ • E-2 Jaime D. GA—dbn, P. E. Product Control Section Supervisor NOA No. 15-0204.05 Expiration Date: May 08, 2018 Approval Date: April 23, 2015 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami—Dade County, yefartment of Regulatory and Economic Resources (RER), Product Control Section (PCS). 69abmittedmd'er previous NOA No. 14-0109.06) •••• . .. 1/8 Solar / 0.090 PVB 1/8—SB7oXL (Submitted under previous NDA No. 14-0109.06) Legend Abbreviations: Description: PVB Poly Vinyl Interlayer clr. Clear Glass SB60 PPG Solarban 60 or 70 @ #2 Surface Typical SB70XL PPG Solarban 60 or 70 @ #2 Surface Typical (Submitted under previous NOA No. 14-0109.06) G-1 ' CLC .,�. 1��--.� Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 15-0204.05 Expiration Date: May 08, 2018 Approval Date: April 23, 2015 ( t 5" 12" MAX. MAX. O � aio° 1 �i D w 4o N MAX. 5" [12" i MAX. 37" MAX. DOOR FRAME WIDTH B 16 w MAX. 5"I 12" MAX. SEE INTERLOCK CLUSTER DETAILS ON SHEET 2 OF 8 ml i — Rs' — o —\\ 8 DOOR LEAF DESIGN PRESSURE (PSF) MAX. DOOR \ • / O // 25 7/8f FRAME HEIGHT \ \ \ EXT. (+) — n> MAX. D.LO. DTH / \ STRIKE /pLATEs 77.13 77.13 4 ro G• M p ® ro o 14 / ro \\ 89.13 ` % 80.00 1 90.00 1 2'-6" ' 80.00 m a O \\ I 5' MAX. ELEVATIONS INDEX OF DRAWINGS 1 OF 8 : DOOR ELEVATIONS, DESIGN PRESSURES CHART, GENERAL NOTES AND INDEX OF DRAWINGS. 2 OF 8 : INTERLOCK CLUSTERS DETAILS 3 OF 8 : TYPICAL HEAD SECTIONS. 4 OF 8 : TYPICAL JAMB SECTIONS. 5 OF 8 : TYPICAL SILL. SECTIONS. 6 OF 8 : HORIZONTAL SECTIONS & INSTALLATION NOTES. 7 OF 8 : VERTICAL SECTIONS & MATERIAL LIST. 8 OF 8 : CORNER DETAILS. 12" MAX. • CD CD NE SHEETT 22 OF 8 72" MAX. DOOR FRAME WIDTH DESIGN PRESSURES DOOR LEAF DESIGN PRESSURE (PSF) MAX. DOOR WIDTH FRAME HEIGHT (NOMINAL) EXT. (+) INT. (-) 3'-0" 77.13 77.13 8'-0" 2 '-6" • 80.00 89.13 8'-e" r 3'-0" 80.00 1 90.00 1 2'-6" ' 80.00 90.00 - FOR DOOR LEAF UNDER 3'-0 SEE NOTE 11. FLUSH BOLTS: 1.— TOTAL OF 4 (2 AT ACTIVE LEAF AND 2 AT INACTIVE LEAF AT HEAD AND AT SILL OF EACH). 2.- ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN ORDER TO ACHIEVE THE DESIGN PRESSURES SHOWN ON CHART. GENERAL NOTES: THIS PRODUCT MEETS THE REQUIREMENTS OF FIC 5TH EDITION (2014). SHUTTERS ARE NOT REQUIRED. 2.- 3. - REFERENCE TEST REPORT FTL - 7262 DATED ON 4/15/2013. FOR INSTALLATION REFER TO INSTALLATION NOTES ON SHEET 6 OF 8. SEE CLUSTERS DETAILS ON SHEET 2 OF 8 AND ALSO TYPICAL DETAILS ON SHEETS 3, 4 AND 5 OF 8. 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. WOOD HOST STRUCTURE SHALL BE SOUTHERN YELLOW PINE G 0.55 OF GREATER DENSITY. CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. - CMU AS PER ASTM C90. CMU MUST BE 8 -INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE SIRtNGTH OF 1.9 KSI. - FILLED CMU Fm' = 2000 PSI MIN. THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". ALUMINUM SHALL BE 6083-16. ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC 5TH EDITION (2014). 10.- Sit HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy = 36 KSI MIN. 11.- DOORS REQUIRING FULL USER PASSAGE SHALL COMPLY WITH EGRESS REQUIREMENTS OF FBC 5TH EDITION (2014). 12.- COLONIAL MUNTINS CAN BE APPLIED. 13.- SEE FRAME CORNERS AND PANEL CORNERS DETAILS ON MEET 8 OF 8. 14.- USE NON -SHRINK, NON -METAUC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. •• ••• • • • • • •• • • • • • • • • Fas:(305)828-811 ow s 1z 8 Sunshine Want MamlfacluTmg, Inc. 1748 W. 33rd Ra Flla:=h, Florida 330 Ply (304)384-98s2 g� AI d - g o • ow 0 0 0 2 re U fn s N 0 is o. a N O N 0 PREDU� •33NadlosCode tEoFToFWa • No mo d • • de Praduyl Woo • • • •• ••• • •• I i . • �►�i • • • • ••• pl.142.0^ S • • • • • �FRSd11CTSCO HERNANDEZ FLORIDA PE # 51393 i D RAWING No. FD01-13 DATE: 05/18/13 SCALE N.T.S. SHEET 1 OF 8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • ••• • • • •• •• •• • • •• •• • •• • • • •• •• •• •• • • • • •• • •••• •• •• • • •• •• • • •• • • • ••• • •• •• •• ••• • • • (DOUBLE DOOR CENTER LINE 4" 4 4 14 4 - 1/4" 0 ULTRACONS WITH 1 1/4' MIN. EMBEDMENT INTO CONCRETE. CLUSTER DETAIL FOR ATTACHMENT TO CONCRETE WITH OR W/O WOOD BUCKS AT FRAME HEAD AND FRAME SILL DOUBLE DOOR (CENTER UNE ••• • • • • • • •• • •• • • • • • • • • ••• ••• • • • • • • • • • ••• • • • • • •• ••• •• • • • •• • • • • • • •• • B • • • •• • � D�0 •••• • /.CE IWE� ••• 5 - 5/16" ULTRACONS WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. CLUSTER DETAIL FOR ATTACHMENT TO WOOD AT FRAME HEAD AND FRAME SILL 4 - 1/4"0 KWIK-FLEX SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. CLUSTER DETAIL FOR ATTACHMENT TO METAL AT FRAME HEAD AND FRAME SILL INTERLOCK CLUSTERS DETAILS laalaah, Ph: (305 Fm:(305 ................ ............... .............. Sunshine Windows Manufacturing, Inc. 1715 W. 33N Place ilaido 3.1012 )35a—ea52 J•28-5118 Z Q O N O PROD= REVISED as complying with** Florida Baena* Accepter=No FRANCISCO HERNANDEZ FLORIDA PE # 51393 2 DRAWING No. FD01-13 DATE: 05/18/13 SCALE: N.T.S. SHEET 2 OF E 2 1/2" MIN. EDGE DISTANCE 1/4"QS ULTRACON WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF B AND CLUSTER DETAILS ON SHEET 2 OF 8. 1 I I EXTERIOR 7/8" MIN. FLUSH BOLT ENGAGEMENT INTO FRAME THROUGH 1" X HOLE. INTERIOR ATTACHMENT TO CONCRETE THROUGH 1 X WOOD BUCK MIAMI—DADE COUNTY APPROVED MUWON. 1/5" MIN. THICKNESS. (UNDER SEPARATE NOA) 2 1/2" MIN. EDGE DISTANCE " g 1/4"0 ULTRACON WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF 8. 1" BY WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 5/8" EXTERIOR 7/8" MIN. FLUSH BOLT ENGAGEMENT INTO FRAME THROUGH 1" X 5/8" HOLE. EXTERIOR 4A, 4 I Tgrn e 7/8" MIN. FLUSH BOLT ENGAGEMENT INTO FRAME THROUGH 1" X 5/8" HOLE. INTERIOR ATTACHMENT TO CONCRETE WITHOUT WOOD BUCK 1" MIN. 1/4"0 KWIK FLEX SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF 8. 1/4" ULTRACON WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF 8. FOR CLUSTER USE 5/18"0 ULTRACON WITH 1 1 /2" MIN. EMBEDMENT INTO WOOD. E.D. 1 EXTERIOR 1/4"0 KWIK FLEX SELF DRIWNG SCREWS THROUGH METAL 1" WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. MIN. FOR MAX. ANCHOR SPACING E.D. SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF 8. J 1111.5.^IMME2�� METAL STRUCTURAL MEMBER BY OTHERS SHALL BE MINIMUM 18 GAUGE AND SHALL WITHSTAND ANCHOR SHEAR FORCES. INSTALLATION SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. INTERIOR ATTACHMENT TO METAL STRUCT. INTERIOR EXTERIOR TYPICAL HEAD SECTIONS ATTACHMENT TO MULLION WOODEN STRUCTURE OR 2 X WOOD BUCK (BY OTHERS). WOOD BUCK MUST BE PROPERLY IATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING s OFFICIAL PRIOR TO WINDOW N t INSTALLATION. 7/8" MIN. • FLUSH BOLT • • • •• ••• • • • • • •• ENGAGEMENT • • INTO FRAMED THROUGH 1" X 5/8•I 9awnh11101"ltda• HOLE. 5d8dingO9d" gacepDa99allo _ ....�;. MI • • • •• ••• • INTERIOR ATTACHMENT TO WOOD • • Sunshine Windows liaINfecturin9, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)384-9852 Fac(305)828-5118 Pa n 0: in a m 0 N 0 • • •• Zed 8. \1%IIIA; ` �'� • ••• •� 20-1� • • • • • FtbleISCO HERNANDEZ FLORIDA PE # 51393 z° DRAWING No. FD01-13 DATE: 05/18/13 SCALE: N.T.S. SHEET 3 OF 8 ••• • • • • • • • • • •• • • • • • ••• • • ••• ••• • • • • ••• • • • • • • • • • •• •• • • ••• • • • ••• • • • •• •• • • • •• •• • • • • •• • •• • • • •• • ••• • • • • • •• • • •• •• •• ••• • •• •• •• ••• • • • 1" X WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO 4 DOOR INSTALLATION. 1 /4"0 ULTRACON WITH 1 1 /4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. INTERIOR WOODEN STRUCTURE OR 2 X WOOD BUCK (BY OTHERS). WOOD BUCKS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING • SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY • BUILDING OFFICIAL PRIOR TO • WINDOW INSTALLATION EXTERIOR 1/4"0 ULTRACON WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. MIAMI-DADE COUNTY APPROVED MULLION (UNDER SEPARATE NOA) - 1 /4"0 KWIK FLEX SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTATE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Maw Hialeah, Fiatda 33012 Ph: (305)354-9882 Fax4305)525-5118 INTERIOR EXTERIOR ATTACHMENT TO WOOD ATTACHMENT TO CONCRETE THROUGH I X WOOD BUCK INTERIOR 1/4" SHIM MAX. (TYP) 1/4"0 ULTRACON WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. EXTERIOR METAL STRUCTURAL MEMBER BY OTHERS SHALL BE MINIMUM 18 GAUGE AND SHALL WITHSTAND ANCHOR SHEAR FORCES. INSTALLATION SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4"0 KWIK FLEX SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTATE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. INTERIOR 1 1/4" INTERIOR EXTERIOR TYPICAL JAMB SECTIONS PRODUCT REVISED as comPlyiug with Ota Florida Building lb& kcceptalwe No ATTACHMENT TO CONCRETE WITHOUT WOOD BUCK 01- 2.0 -- FRANCISCO HERNANDEZ FLORIDA PE # 51393 DRAWING No. FD01-13 DATE: 05/18/13 SCALE: N.T.S. SHEET 4 OF 8 HIGH STRENGTH GROUT. MUST BE MIN. 3 KSI. NON SHRINK, NON METALIC PER ASTM C1107. OPTIONAL WATERPROOFING. WATERPROOFING DESIGN, MATERIAL AND INSTALLATION BY HIGH STRENGTH GROUT. OTHERS. MUST BE MIN. 3 KSI. NON SHRINK, NON METALIC PER ASTM C1107. Sunshine Windows Manufacturing, Inc. 1748 W. 33rd Placa Mak Rondo 330/2 PR (305)384-9952 Fmc(305)828-5118 7/8" MIN. FLUSH BOLT ENGAGEMENT INTO FRAME THROUGH 1" X 5/8" HOLE. 1/4'0 ULTRACON WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE . A ELEVATIONS ON SHEET 1 OF 8 AND ° CLUSTER DETAILS ON SHEET 2 OF 8. 7/8" MIN. FLUSH BOLT ENGAGEMENT INTO FRAME THROUGH 1" X 5/8" HOLE. WOODEN STRUCTURE OR 2 X WOOD BUCK (BY OTHERS). WOOD BUCKS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION 1 1/4"0 ULTRACON WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. DGE DIST. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. FOR INTERLOCK CLUSTER USE 5/18"0 ULTRACONS WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. SEE CLUSTER DETAILS ON SHEET 2 OF 8. ATTACHMENT TO WOOD HIGH STRENGTH GROUT. MUST BE MIN. 3 KSI. NON SHRINK, NON METALIC PER ASTM C1107. 7/8" MIN. FLUSH BOLT ENGAGEMENT INTO FRAME THROUGH 1" X 5/8" HOLE. METAL STRUCTURAL MEMBER BY OTHERS SHALL BE MINIMUM 18 GAUGE AND SHALL WITHSTAND ANCHOR SHEAR FORCES. INSTALLATION SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 0.090" PVB INTERLAYER BY E. I. DUPONT. R INTERIOR 02.61� _ 1 --1/4"0 KWIK FLEX SELF ; T DRILLING SCREWS THROUGH \ j METAL WITH MIN. 3 THREADS 1 L� BEYOND THE SUBSTRATE. 1 1 „ FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND w FnCF nlrr CLUSTER DETAILS ON SHEET 2 OF 8. 1/8" HEAT STRENGTHENED GLASS ARCHITECTURAL PERIMETER TRIM (OPTIONAL) • • • • am OOOOO 00 PR(IDUCF RBVISID • • • • • a•compi}in;silhWdF1•rlda • • • Building 6 Acaplmrc ods w6• :PI s" iRAMC19C0 HERNANDEZ 4'LORIOA PE # 51393 ••• • • • • 000 • • • • • • • • • • • • • 0644 • • • • • • • • • • • • • • •• •• • • • •• •• 4960 0 • • 000 • • ••• • • • ••• • • • •• •• •• • • •• •• • ••• • • •• • •• •• • • • • • ••• • • e • • • s • • • • ••• • • • • ••• • • ••• • • • • •• • • • • • • • ••• • • ••' • • • • • • • • I • • • ••• • • • • • DOUBLE DOOR FRAME WIDTH INSTALLATION NOTES 1.- FOR ANCHORS MAX. SPACING SEE DOOR ELEVATION ON SHEET 1 OF 8. 2.- FOR ANCHOR INSTALLATION AND CLUSTER DETAILS SEE SHEET 2 OF 8 AND TYPICAL SECTIONS ON SHEETS 3, 4,&50F8. 3.- FOR ATTACHMENT INTO CONCRETE THROUGH 1 X WOOD BUCK USE 1/4"0 ULTRACON BY ELCO WITH 1 1 /4" MIN. EMBEDMENT INTO CONCRETE AND 2 1/2" MIN. EDGE DISTANCE. 4.- FOR ATTACHMENT TO CONCRETE WITHOUT WOOD BUCKS USE 1/4"0 ULTRACON BY ELCO WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE AND 2 1/2" MIN. EDGE DISTANCE. 5.- FOR ATTACHMENT TO WOODEN STRUCTURE OR 2 X WOOD BUCK USE 1/4" 0 ULTRACON BY ELCO WITH 1 1/2" MIN. EMBEDMENT INTO WOOD AND 1" MIN. EDGE DISTANCE. (SEE CLUSTER DETAIL) 6.- FOR ATTACHMENT TO STEEL MEMBERS (18 MIN. GAUGE) OR ALUMINUM MEMBERS (1/8" MIN. WALL THICKNESS) USE 1/4" KWIK-FLEX SELF DRILLING SCREWS. 7.- USE HIGH STRENGTH, NON SHRINK NON METAWC GROUT (MIN 3 KSI) BETWEEN THE DOOR SILL AND THE CONCRETE SLAB CONTINUOUSLY ALONG THE SILL INTERIOR OS 12 EXTERIOR SINGLE DOOR FRAME WIDTH HORIZONTAL SECTIONS Sunshine Windows Mamrfachuing, Inc. 1748 W. 33rd Maao Hialeah, Florida 33012 Ph: (305)384-8852 Foe:005)828-5118 0 rc a 0 N 0 a 0 N 0 'RC/DOM'REVISED As complying with the Florida OalHaag Code .. Acceptance No FRANCISCO HERNANDEZ FLORIDA PE # 51393 i DRAWING No. FDO 1-13 DATE: 05/16/13 SCALE: N.T.S. SHEET 6 OF B SEE NOTE 1 ON SHEET 7 OF 8 DOOR FRAME HEIGHT LAMINATED LM.1. RESISTANT GLASS (1/8" H.S. GLASS + 0.09 PVB + 1/8" H.S. GLASS) BY E.I. DUPONT MATERIAL LIST No PART QTY PART DESCRIPTION MATERIAL 1 GAS -46913 1 FRAME HEAD 6063-16 2 GAS -48912 2 FRAME JAMB 6063-T8 3 GAS -46915 1 FRAME SILL 6063-16 4 GAS -46914 4 PANEL TOP AND BOTTOM RAIL 6083-75 5 GAS -46910 4 PANEL STILE 6063-T6 8 GAS -46917 3 / LEAVE HINGE 6083-15 7 GAS -48916 1 ADAPTER 8083-15 8 GAS -40928 AS Ran FLAT FLL COVER 6083-15 9 GAS -46911 OPTIONAL PERIMETER TRIM 6083-T5 10 1LY73 AS REQ'D # 10 X 1" SCREWS GRADE 5 STEEL 11 1M816 AS REQ'D it 10 X 1 1/2" SCREWS GRADE 5 STEEL 12 SEALANT AS REVD DOW CORNING 899 SILICONE 13 W33321NK0020 AS REO'D ULTRA FIN WEATHERSEAL BY ULTRAFAB .187 X .320 POLYPROPYLENE 14 RA-2090L3RZA838P 1 LOCK (LATCH) ZINC 15 RA-209DZ1ABBP 1 LOCK (DEAD BOLT) ZINC 16 FLUSH BOLTS 2 / LEAVE FLUSH BOLTS ZINC / STEEL 17 X109HT-100 AS REVD D SECTION FOAM RUBBER SEAL EPDM SEE NOTE 1 ON SHEET 7 OF 8 VERTICAL SECTIONS NOTE: 1.- 7/8' MIN. FLUSH BOLT ENGAGEMENT. st U) 03 0 O S!� 4.00 co 0 .078" 5.00 O 1 to o O I 4.375 a7 O co 6571 M .687" O ••• ••• • • • O • • • • • • • .062" SunstO6 W0BS tbug during, Int 1745 W. 33rd Mace Hialeah. Florida 37512 P,: (305)384-9882 Fam(305)828-5118 aDQ F -I Aa U U gra DI'07 �y I � 0 0 0 2 a: a 0 N a. Q D 0 N 0 • ••PROI>I)GT 1010•RBV(SBD •• • • • •• as complying with Ow Florida Monts= No "... • ' PS Iliiiii • • • :.T • •` _ • 1010• •p��2p-IQ • ••• • • • • FfeteSCO HERNANDEZ • FLORR10A PE # 51393 z° DRAWING No. FD01-13 DATE: 05/18/13 SCALE: N.T.S. SHEET 7 OF 8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• (8100 • • • 011110 • • • • • • • • •OO • • •• •• • • • •• •• • • • •• •• • • • • • •••• • • • • • • • •. •. •• • • • •• • • ••• • • TOP CORNER 2 # 10 BY 1" PH. PAN HEAD SMS BOTTOM CORNER DOORFRAME CORNERS SCALE: NTS 2 # 10 BY 1 1/2" PH. FLAT HEAD SMS ..• •• • •• • • • • • • • • • • • • • • ••• • • ••• • • • • : TOit•CORNtR • • • 2 # 10 BY 1 1/2" PH. FIAT HEAD SMS # 10 BY 1" PH. PAN HEAD SMS BOTTOM CORNER DOOR PANEL CORNERS SCALE: NTS ................. Sunshine Mndaws Manufacturing, Inc. 1745 W. 33rd Puce Hialeah, Florida 33012 Ph: (305)384-8852 Fox:(305)1328-8118 E.y nR M�1 I1�y1 FY C-1 U U N Ls4 a F X0GO 0 a Z a N 1 s PRODUCT REVISED a9 complying : , 8w Florida 8undlog codeNo 0 Miami bale • uca OI ^ 213" 15— FRANCISCO HERNANDEZ FLORIDA PE # 51393 0 z DRAWING No. FD01-13 DATE: 05/16/13 SCALE: N.T.S. SHEEP 8 OF 8 LOCATION SKETCH N.T.S. nt ID�a • SCOPE OF WORK — REPLACEMENT OF EXISTING 3 FRENCH DOORS LOCATION SITE LEGAL DESCRIPTION: 5 53 42EARLETON SHORES PB 43-80 LOT 6 BLK 1 LOT SIZE 75.000 X 109 OR 19821-0337 07 2001 4 COC 22198-1524 03 2004 1 OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY, FLORIDA. FOLIO No.: 011-3205-009-0060 GENERAL NOTES: 1. THESE PLANS ARE NOT CONSIDERED COMPLETE UNTIL SIGNED AND SEALED BY THE ENGINEER AND REVIEWED AND APPROVED BY THE CORRESPONDING PERMITTING AGENCIES. 2. THESE PLANS ARE PREPARED EXCLUSIVELY FOR THE REPLACEMENT OF EXISTING DOORS AND WINDOWS. INSTALLATION SHALL BE DONE FOLLOWING THE CORRESPONDING PRODUCT CONTROL APPROVALS FROM MIAMI—DADE COUNTY. 3. ANY MODIFICATION TO THE ORIGINAL STRUCTURE NOT INDICATED ON THESE DRAWINGS AND THAT MAY BE REQUIRED FOR THE INSTALLATION OF THE NEW DOORS AND WINDOWS IS NOT COVERED BY THESE PLANS AND A SEPARATE PERMIT, WITH SPECIFIC DESIGN PLANS, MUST BE OBTAINED. 4. DIMENSIONS SHOWN ON THESE DRAWINGS ARE FOR THE PURPOSE OF PROVIDING A SPACE PROPORTION TO THE USER AND THEIR SOLE INTENTION IS TO BE USED FOR WIND LOAD PRESSURE CALCULATIONS. THE ENGINEER OF RECORDS ASSUMES NO RESPONSIBILITY FOR THE FINAL SIZE OF THE PRODUCT TO BE PURCHASED AND INSTALLED. IT'S THE OWNER AND CONTRACTOR RESPONSIBILITY TO OBTAIN THE EXACT WINDOWS AND DOOR DIMENSIONS FOR PURCHASING AND INSTALLATION. '1 1 I I L`==== CO I CO FIRST FLOOR PLAN SCALE: 1 /8"=1'-0" EXISTING GARAGE EXISTING KITCHEN EXISTING BATHROOM T .UP 1J_L1J_L_LJ_L1J I I I I I EXISTING CLOSET I I 1 I L EXISTING BEDROOM I I I 17' r EXISTING DINING I r I EXISTING BEDROOM -- EXISTING r CLOSET L EXISTING 1 BATHROOM r --I I L J LI . I 1 EXISTING BEDROOM I•••• • • • 0000 • • • ... ✓ --IL* ' ----I • .I••• i 1 • EXISTING 1•••• EXIST. 1 •C-Q•S'ET A/C i • • I I I.f.I9 • DN®i 1.1 w SECOND FLOOR P'L'AIT SCALE: 1 /8"=1'-0" ••- • • 0609 • ••. • EXISTING LIVING ROOM EXISTING POOL DECK I I I r—J r - I I I I I L- r - EXISTING POOL DECK 38' EXISTING POOL I L I I I I I r� I r II II r -a EXISTING NI HOT TUB I I I L L , J FRENCH REVISIONS No. DESCRIPTION DESIGN BY: E.F. DRAWN BY: E.F. REVISED BY: E.F. DATE: 04-01-2017 SCALE: ASSHGNN SHEET: W-1 2 O Op 35" • MARK A (FD) 35" x 80 7/8" GLASS: GRAY IMPACT RESISTANT QTY. 1 WIND LOAD DESIGN LOAD +49.01 PSF < +80.00 PSF -53.33 PSF < -90.00 PSF e O w NOA:15-0204.05 ZONE: 4 37" • ca MARK C (FD) 37" x 80 7/8" GLASS: GRAY IMPACT RESISTANT QTY. 1 WIND LOAD DESIGN LOAD +49.01 PSF < +80.00 PSF -53.33 PSF < -90.00 PSF NOA:15-0204.05 ZONE: 4 O co 34Y2" • A MARK B (FD) 34 1/2" x 80 7/8" GLASS: GRAY IMPACT RESISTANT QTY. 1 WIND LOAD DESIGN LOAD +49.01 PSF < +80.00 PSF -53.33 PSF < -90.00 PSF NOA:15-0204.05 ZONE: 4 041100111111411 n AAAAgAI►AMM AAMAAA m MAAAAAAMA/MMAMII AAMMAAAAAAM . 1 1 •��.,, I I I';. I;:- I:••.::• I I I I 1• „" . r I L MM1/1AAAAAAAIRA IlaAAAAAIIIMM1A•AIAIA1044AIA•AAAA 1 1 1 1 1 1 1 1 1 1 1 1 1 IL_L_L_L_L_L_L_L_L_L_L_L_LI: -I L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_L_LJ ,1 I T L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L— L-1-1 11 1 1 1 1 1 1 1 1 1 1 1 11.. _j_ 1 IL_L_L_L_L_L_L_L_L_L_L_L_LI;• _. L=- iLJ J. 1 L L_J___1 J. 1 L L_LL • NORTH ELEVATION ti. : • I-rnTrrn • 1111111 LU1LU.� a• • a • • • • • • •• • N •••• • •••• • • •• •• • • • • • 6 0 _r- I I I• I I I I I•. I:.::: 1 I • SOUTH ELEVATION _-L".__ • • 0040 • 4011•• 41,00 • • 4•• ••1 • •••• • • • ••••0 • ••• • ..4040.• • • AAAA•- • • �•1111•s • • l•••s• • • �•• cr) • M • M • •_J ose••tu 00m••5 a UJ tY rn cc O 2 z LU LUL REVISIONS No. DESCRIPTION DESIGN BY: E.F. DRAWN BY: E.F. REVISED BY: E.F. or: wn` 4a°I, w w z 'A ?'v •..a 0 t r•;% El o n 1i a V -s l -r1 I u U.111ii iiia n rni 4i; ��1• LLuJ^s. .J' 1 L' WEST ELEVATION DATE: 04-01-2017 SCALE:ASSHOWN SHEET: W-2 2 2