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WS-19-1316r- i WSO* OC- Iq-1316 - --q- t�l I // -/ -i Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-06-19-1316 Permit Type: Windows/Shutters ar classification: Window/Door Replacement Permit Status: Approved Issue Date: 06/07/2019 1 Expiration: 12/04/2019 Parcel Number 129 NW 97TH ST, Miami Shores, FL 33150 1131010260110 Contacts MARC & SORAYA FREEMAN Owner 129 NW 97TH ST, Miami Shores, FL 33150 HOME OWNER Contractor HOME OWNER Description: CHANGE WINDOWS 16 TO REPLACE Valuation: $8,000.00 Inspection Requests: PERMIT#WS-10-18-3270 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $4.80 DBPR Fee $3.90 DCA Fee $2.60 Education Surcharge $1.60 Notary Fee $5.00 Scanning Fee $12.00 Technology Fee $6.50 Windows/Shutters Fee $210.00 Total: $296.40 Building Department Copy Payments Date Paid Amt Paid Total Fees $296.40 Credit Card 06/07/2019 $296.40 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. OWNE,FVS AFFID#V I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws reNelil6g consty(c on and zoning. Futhermore, I authorize the above named contractor to do the work stated. Owner / Applicant / Contractor / Agent Date June 07, 2019 Page 2 of 2 Miami Shores Village �cE��,i ❑:� JU 0 7 '019 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 j INSPECTION LINE PHONE NUMBER: (305) 762-4949 TT FBC 20 BUILDING master Permit No. Vl�`K�- I c) 13( 6 PERMIT APPLICATION Sub Permit No. ERr6UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION '6ENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS ]OR ADDRESS: / 2 / A) N/ / 7 S T_ 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: r d OWNER: Name ((Fee Simple Titleholder): M'qf_C_ f- SG A)1gn fR 6'Cone#: 30 S S X 3 )D Address: lj ki 17 S 7— City: State: Zip: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: 1 to Address: bw Phone#: hone#: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ �� o-0'0 Square/Linear Footage of Work: Type of Work: ❑ Addition L!rAlteration ❑New ` Repair/Replace ❑ Demoli�tionrt� Description of Work: ff f1 /1/I W l AJ � 0 tcl S % �o ) U � � i E 2 I ) V`4 ;' ( 9 - 32-10 . Specify color of color thru the: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ CCF $ CO/CC $ Radon Fee $ DBPR $ Notary $ "v _ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (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 4 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating _ construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approvedairl a reinspection fee will be charged. Signatu R or AGENT The foregoing instrumen` -Vvas acknowledged before me this 2+ day of �-� J� 20 (� by C-1�'li-,(� who is personally known to �--- / , - ,, ,� me or who has produce4L --��� uCE I AS identification and who did take an oath. NOTAR P BLIC: Sign: Print: Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of me or who has produced 20, by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: tas�►,' SINDIA ALVAREZ eal: MY COMMISSION # GG 238273 ' EXPIRES: September 3, 2022 ^�nR.W Bonded 7hru Noten Public Underwdlers ###################### APPROVED BY 6W/ l Plans Examiner Structural Review as ########################################## Zoning Clerk (Revised02/24/2014) 10/18/2018 Property Search Application - Miami -Dade County OFFICE v2i:�gC� OF THE Summary Report Property Information Folio: 11-3101-026-0110 Property Address: 129 NW 97 ST Miami Shores, FL 33150-1734 Owner MARC FREEMAN SORAYA FREEMAN Mailing Address 21161 NE 21 PLMIAMI, FL 33179 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,939 Sq.Ft Lot Size 7,725 Sq.Ft Year Built 11941 Assessment Information Year 2018 2017 2016 Land Value $169,767 $169,767 $169,767 Building Value $160,625 $149,802 $150,544 XF Value $1,386 $1,404 $1,422 Market Value $331,778 $320,973 $321,733 Assessed Value 1 $327,713 $320,973 $321,733 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $4,065 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Widow Exemption 1 $500 $500 $500 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description RESUB OF BILK 2 OF BONMAR PARK PB 42-59 LOT 11 BILK 2 LOT SIZE 75.000 X 103 OR 14968-1176 0391 1 Generated On : 10/18/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,500 $50,500 $50,500 Taxable Value $277,213 $270,473 $271,233 School Board Exemption Value $25,500 $25,500 $25,500 Taxable Value 1 $302,213 $295,473 $296,233 City Exemption Value 1 $50,500 $50,500 $50,500 Taxable Value 1 $277,213 $270,473 $271,233 Regional Exemption Value $50,500 $501500 $50,500 Taxable Value 1 $277,213 $270,473 $271,233 Sales Information Previous Sale Price OR Book -Page Qualification Description 07/20/2018 $369,000 31081-4696 Qual by exam of deed 03/01/1991 $74,000 14968-1176 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: 144- DATE: /D l7 11K ADDRESS: I),1 IJO 17 S t M/Aoir 5Alo-CES 3VS-a Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 14 f, 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial / � 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial I 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility.to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. T, j ; �� + Initial • F t' n It I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.mvfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: J9-1 Nw 7797- rMF Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial 1/11F Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's worker's compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this G4 day of ON C By 1 `L . 1Ft2;E-l;-_M AxQ1 who was personally known to me or who has there U ens or rL NT, Cas identification. NER NOTARY �r ! SINDIA ALVAREZ MY COMMISSION a>e G0 238273 EXPIRES: September 3, 2022 Bonded Thm Notary PW * Underwriters Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). alifier/(3W_'_r4r Signature Date Print Name Manuel E. Siques P.E. JOB TITLE Windows Replace 8331 SW 12th Terrace 129 N.W. 97TH. STREET Miami, FL 33144 JOB NO. SHEET NO. 305-586-4776 CALCULATED BY M.S. DATE _ CHECKED BY M.S. DATE CS12 Ver 2013.07.01 www.struware.com •••••• • •••••• • •••••• • •••• •••• • • see* 0000 • • • • • • •••••• •••• ••••• • • • • • •••••• •• • •• • • • WIND CALCULATIONS FOR Windows Replace 129 N.W. 97TH. STREET, MIAMI, FL. 33150 11111/i/i �. •. t4 S 7137 w.01 Of AV �•�• • FLOR��: �i O,c•..• �1;1' s..Si0Nr. Manuel E. Siques P.E. JOB TITLE Window Replace 8331 SW 12th Terrace 129 N.W. 97TH. STREET Miami, FL 33144 JOB NO. SHEET NO. 305-586-4776 CALCULATED BY M.S. _ DATE CHECKED BY M.S DATE www.struware.com Code Search Code: ASCE 7 - 10 ;...;. Occupancy: •• • Occupancy Group = R Residential • • ; • • Risk Category & Importance Factors: '....' '....' Risk Category = II ...... • • .... • • • Wind factor = 1.00 use 0.60 NOTE: Output will be nomin;r0Citi:)ressures • Snow factor = 1.00 ' ;...;. Seismic factor = 1.00 Type of Construction: • Fire Rating: Roof = 0.0 hr Floor = 0.0 hr Building Geometry: Roof angle (A) 3.50 / 12 16.3 deg Building length (L) 71.5 ft Least width (B) 58.5 ft Mean Roof Ht (h) 12.0 ft Parapet ht above grd 0.0 ft Minimum parapet ht 0.0 ft Live Loads: Roof 0 to 200 sf: 20 psf use 100.0 psf 200 to 600 sf: 100 psf over 600 sf: 100 psf Awnings and canopys - non fabric 20 psf Floor: Typical Floor N/A Partitions N/A Manuel E. Siques P.E. JOB TITLE Window Replace 8331 SW 12th Terrace 129.N.W. 97TH. STREET Miami, FL 33144 JOB NO. SHEET NO. 305-586-4776 CALCULATED BY M.S. DATE CHECKED BY M.S. DATE Roofs w/ 9 s 10* and all walls h>60' 41 Nominal Wind Pressures Location of C&C Wind Pressure Zones Walls h <_ 60' & alt design h<90' 1 I I I I ! I I I I 1 1 I I I I 1 l4J i O 1 I t 1 2 1 2 1 I I I I 4 I I 2 __ I I I I II I I I I I I I I I I I Monoslope roofs Multispan Gable & 10' < A s 30° Gable 7° < 8 s 45° h <_ 60' & alt design h<90' I I i I I I I I I I I I I I Gable, Sawtooth and Multispan Gable 9 s 7 degrees & Monoslope roofs Monoslope s 3 degrees 3' < 6 s 10° h <_ 60' & alt design h<90' h <_ 60' & alt design h<90' 1.1 (?1 1 /`11 Ni A R C U ►♦2 �'I 2 L — 2 Hip 7' < 8 s 27' I I `D �� I =h I � }--I I -4 3 Sawtooth 10* < 9 s 45° h <_ 60' & alt design h<90' \0%%111111/1" ••�\GENS�•G�cn: No- 20233 0,� •• TAT E OF : 4� Stepped roofs 9 s 3° h <_ 60' & alt design h<90' Manuel E. Siques P.E. 8331 SW 12th Terrace Miami, FL 33144 305-586-4776 Wind Loads - Components & Claddinq : h <= 60' JOB TITLE Window Replace 129 N.W. 97TH. STREET JOB NO. SHEET NO. _ CALCULATED BY M.S. DATE CHECKED BY M.S. DATE Kh (case 1) = 0.85 h = 12.0 ft Base pressure (qh) = 33.9 psf a = 4.8 ft Minimum parapet ht = 0.0 ft GCpi = +/-0.18 Roof Angle (0) = 16.3 deg Type of roof = Hip Roof Area Negative Zone 1 Negative Zone Negative Zone' Positive All Zone: Overhang Zone 2 Overhang Zone' Parapet Nominal Wind Pressures GCp +/- GCpi Surface Pressure (psf) ...: L);er input . 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf • 50 if 75 rife • -1.08 -1.01 -0.98 -36.7 -34.3 -33.3 • • • 3 -1.88 -1.53 -1.38 -63.8 -51.9 -46.8....;5j.9 .-VV.0 -1.88 -1.53 -1.38 -63.8 -51.9 -46.8..•.;51.9 •.-.49. 0.68 0.54 0.48 23.1 18.3 16.3 .....1$.3 17.1 -2.20 -2.20 -2.20 -74.7 -74.7 -74.7 . J4.7 • IM? -2.20 -2.20 -2.20 -74.7 -74.7 -74.7 • •-74.7 -74.7 Negative zone s = zone z, since nip root witn angle - za aegrees • • • Overhang pressures in the table above assume an internal pressure coefficient (Gcpi) of 0 0 • Overhang soffit pressure equals adjacent wall pressure reduced by internal pressure of 6.1 psf qp = 0.0 psf CASE A = pressure towards building (pos) CASE B = pressure away from bldg (neg) Walls Area Negative Zone 4 Negative Zone 5 Positive Zone 4 & 5 Solid Parapet Pressure Surface Pressure (psf) User input 10 sf 100 sf 500 sf 30 sf SASE A : Interior zone: Corner zone: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 :ASE B :Interior zone: Corner zone: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 GCp +/- GCpi Surface Pressure (psf) User input 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 50 sf 75 sf -1.28 -1.10 -0.98 -43.4 -37.5 -33.3 -39.3 -38.2 -1.58 -1.23 -0.98 -53.6 -41.6 -33.3 -45.2 -43.1 1.18 1.00 0.88 40.1 34.1 29.9 35.9 34.8 \G E �'.(P o. 20 i N _ 3 STATE OF . ��� '�i�7�NA �;,N���. Manuel E. Siques P.E. JOB TITLE Window Replace 8331 SW 12th Terrace 129 N.W. 97TH. STREET Miami, FL 33144 JOB NO. SHEET NO. 305-586-4776 CALCULATED BY M.S. DATE CHECKED BY M.S. DATE Nominal Wind Pressures Wind Loads - Components & Claddina : h <= 60' Kh (case 1) = 0.85 h = 12.0 ft Base pressure (qh) = 33.9 psf a = 4.8 ft Minimum parapet ht = 0.0 ft GCpi = +/-0.18 • • Roof Angle (9) = 16.3 deg • • ; ""' Type of roof = Hip ' •.' ; • 0 •••••• Roof Area Negative Zone 1 Negative Zone 2 Negative Zone' Positive All Zones Overhang Zone 2 Overhang Zone Parapet GCp +/- GCpi Surface Pressure (psf) • • •Alter input • 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf • 20 of 30 rife • -1.08 -1.01 -0.98 -36.7 -34.3 -33.3 • • • 2 .6 •.i6� -1.88 -1.53 -1.38 -63.8 -51.9 -46.8 • • • e-56.7 • v5k07 -1.88 -1.53 -1.38 -63.8 -51.9 -46.8 ••'•,59.7 '.y55. 744 0.68 0.54 0.48 23.1 18.3 16.3 .... �;.0 1.9.8 -2.20 -2.20 -2.20 -74.7 -74.7 -74.7 ;74.7 ; •'7l1. -2.20 -2.20 -2.20 -74.7 -74.7 -74.7 • •-7 .7 -74 7 Negative zone 3 = zone 2, since hip root with angle - 25 degrees 996666 Overhang pressures in the table above assume an internal pressure coefficient (Gcpi) of 0.0 Overhang soffit pressure equals adjacent wall pressure reduced by internal pressure of 6.1 psf qp = 0.0 psf CASE A = pressure towards building (pos) CASE B = pressure away from bldg (neg) Walls Area Negative Zone 4 Negative Zone E Positive Zone 4 & E iolid Parapet Pressure Surface Pressure (psf) User input 10 sf 100 sf 500 sf 30 sf SASE A : Interior zone: Corner zone: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ,ASE B : Interior zone: Corner zone: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 GCp +/- GCpi Surface Pressure (psf) User input 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 20 sf 30 sf -1.28 -1.10 -0.98 -43.4 -37.5 -33.3 -41.6 -40.6 -1.58 -1.23 -0.98 -53.6 -41.6 -33.3 -50.0 -47.9 1.18 1.00 0.88 40.1 34.1 29.9 38.2 37.2 Manuel E. Siques P.E. JOB TITLE Window Replace 8331 SW 12th Terrace 129 N.W. 97TH. STREET Miami, FL 33144 JOB NO. SHEET NO. 305-586-4776 CALCULATED BY M.S. DATE CHECKED BY M.S. DATE Wind Loads: ASCE 7- 10 Ultimate Wind Speed 175 mph • Nominal Wind Speed 135.6 mph • • • •••••• Risk Category II • • • • • • Exposure Category C • • • • • • • • • • • • Enclosure Classif. Enclosed Building • • • • • • • Internal pressure +/-0.18 .... .... 00 0. • . Directionality (Kd) 0.85 * 0 0 0 **so* 0 0:0 0 Kh case 1 0.849 ' • • • • • • 0009 00000 Kh case 2 0.849 ••••:. •••••� •�J2, Type of roof Hip ;";'; V'• . . Speed-up . Factor (Kzt) •.•Topographic V(Z) qdowmvand) Topography Flat4.r Hill Height (H) 0.0 ft H< 15ft;exp C Hl2 H Half Hill Length (Lh) 0.0 ft Kzt=1.0 Actual H/Lh = 0.00 Use H/Lh = 0.00 Modified Lh = 0.0 ft ESCARPMENT From top of crest: x = 0.0 ft Bldg up/down wind? downwind V(Z) Z H/Lh= 0.00 K, = 0.000 i Speed-up x/Lh = 0.00 K2 = 0.000 V(Z) x(upwind) x(downwind) z/Lh = 0.00 K3 = 1.000 + v: W2 H At Mean Roof Ht: f' Lh R12 Kzt = (1+K,K2K3)"2 = 1.00 2D RIDGE or 3D AXISYMMETRICAL HILL Gust Effect Factor Flexible structure if natural frequency < 1 Hz (T > 1 second). h = 12.0 ft However, if building h/B < 4 then probably rigid structure (rule of thumb). B = 58.5 ft h/B = 0.21 Rigid structure /z (0.6h) = 15.0 ft G = 0.86 Using rigid structure default Rigid Structure Flexible or Dynamically Sensitive Si> E e = 0.20 f = 500 ft Natural Frequency (qj) = Damping ratio (R) = 0.0 Hz �� �.�\C •.QG�i� 0 Zmin = 15 ft /b = 0.65 _� IVp 20 3g c = 0.20 /a = 0.15 9o, 9V = 3.4 Vz = 147.8 - STATE 4 Lz = 427.1 ft Nj = 0.00 • OF Q= 0.91 Kn= 0.000 �siS'i`ORInP.'���c4 Iz = 0.23 Rh = 28.282 n = ' 0.000 h = " 12.0 ft G = 0.88 use G = 0.85 KB = �1 28.282 r) = 0.000, RL = 28.282 q = 0.000 9R = 0.000 R = 0.000 G = 0.000 Manuel E. Siques P.E. JOB TITLE Window Replace 8331 SW 12th Terrace 129 N.W. 97TH. STREET Miami, FL 33144 JOB NO. SHEET NO. 305-586-4776 CALCULATED BY M.S. DATE CHECKED BY M.S. DATE Enclosure Classification •••••• . • . ••..•• Test for Enclosed Building: A building that does not qualify as open or partially enclosgi..•... • 00. • • • 0 • • • •••.•• Test for Open Building: All walls are at least 80% open. • • • • • • • : • • • - Ao >_ 0.8Ag •••. .•.. • .... .... ..... Test for Partially Enclosed Building: .0:.••.• . 00: • ••••• Input Test' " " ' "":' Ao 0.0 sf Ao >_ 1.1Aoi ' '. Ag 0.0 sf Ao > 4' or 0.01Ag Nd :...:. """ Aoi 0.0 sf Aoi / Agi <_ 0.20 NQ lding iS NOT :0 Agi 0.0 sf • • Partially FyftagV 00 • 0 • •: • • Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following: Ao >_ 1.1Aoi Ao > smaller of 4' or 0.01 Ag Aoi / Agi <_ 0.20 Where: Ao = the total area of openings in a wall that receives positive external pressure. Ag = the gross area of that wall in which Ao is identified. Aoi = the sum of the areas of openings in the building envelope (walls and roof) not including Ao. Agi = the sum of the gross surface areas of the building envelope (walls and roof) not including Ag. Reduction Factor for large volume partially enclosed buildings (Ri) : If the partially enclosed building contains a single room that is unpartitioned , the internal pressure coefficient may be multiplied by the reduction factor Ri. Total area of all wall & roof openings (Aog): 0 sf Unpartitioned internal volume (Vi) : 0 cf Ri = 1.00 Altitude adjustment to constant 0.00256 (caution - see code) : Altitude = 0 feet Average Air Density = 0.0765 Ibm/ft3 Constant = 0.00256 ►w ►W N FLOOR PLAN - WINDOWS LOCATION SCALE: N.T.S. EXISTING TO REMAIN Y • , . , • •000 •.,• , •000 .00a , .. . •• • . 00 WINDOW SCHEDULE WIND PRESSURE MARK OTY. WINDOW SIZE TYPE MATERIAL FRAME MAT. N.O.A. # REMARKS ZONE 4 ZONE 5 HORIZONTAL O 3 111"x50 5/8" ROLLER / ALUM./GLASS ALUMINUM 17-1017.09 40.1 PSI 40 1 PSI +53.6 IMPACT RESISTANT - BY SUNSHINE WINDOW MANUF. FIXED -PSI PSI © 2 74"x5o 518" HORIZONTAL ALUM./GLASS ALUMINUM 17-1017.06 +40.1 PSI IMPACT RESISTANT BY ROLLER -43.4 PSI - SUNSHINE WINDOW MANUF. 1 53 1/8"x50 5/6" HORIZONTAL ROLLER ALUM./GLASS ALUMINUM 17-1017.06 +40.1 PSI -53.6 PSI IMPACT RESISTANT - BY SUNSHINE WINDOW MANUF. O1 19 1/8"x50 5/8" SINGLE HUNC. ALUM./GLASS ALUMINUM 17-1017 04 +40.1 PSI -53.6 PSI IMPACT RESISTANT - BY SUNSHINE WINDOW MANUF. O 5 37"x50 5/8" HORIZONTAL ROLLER ALUM./GLASS ALUMINUM 17-1017 06 +40.1 PSI +40.1 PSI IMPACT RESISTANT - BY SUNSHINE WINDOW MANUF. -43.4 PSI -53.6 PSI O 2 37"x38 318" HORIZONTAL ROLLER ALUM./GLASS ALUMINUM 17-1017 06 +40.1 PSI +40.1 PSI IMPACT RESISTANT - BY SUNSHINE WINDOW MANUF. -43.4 PSI -53.6 PSI O 1 37"z26" HORIZONTAL ROLLER ALUM./GLASS ALUMINUM 17-1017.06 +40.1 PSI IMPACT RESISTANT - BY SUNSHINE WINDOW MANUF. -43.4 PSI 1 531/8" 391/8" HORIZONTAL O x ROLLER ALUM./GLASS ALUMINUM 17-1017.06 +40.1 PSI �3.4 PSI NOTE: MANUFACTURER'S SHALL VERIFY IN FIELD WINDOWS/ DOOR SIZE OPENINGS PRIOR TO INSTALLA; 1 .• N zU r revision type date by TO TNE BEST IXTHE ARCHITECT OR ENGINEERS MNO10 EDGE, THE PLANS AND S CFXAnONs COMPLY "TH THE APPLICABLE MIMMUM CODES WINDOWS REPLACEMENT FOR A: AND THE APPLICABLE nRE SAFETY STANDARDS Manuel E. Siques P.E. AT THE r4Ed 11$1R AnON AS Single Family Residence DETERLINED BY NE LOCAL AUTHORITIES IN ACCORDANCE MI1M SECTION ID105 (F.B.C.) RORIDA CONSULTING ENGINEER -CIVIL -STRUCTURAL BDILDND CODE AND 633 n.ORIDA SATUTES. LIC. # 20233 8331 S.W. 12th. TERRACE, MIAMI, FL. 33144 129 N.W. 97th. Street, Miami Shores, FI. 33150 PHONE: 305-586-4776 drawing date: 10-29-18 drwn by: chkd by K.T M.S. drawing scale: AS SHOWN project number tAM sheet tit= O : seal/Unatur I shdMnumber s U• %'. � F .R/DP, 4 1 ' tA�rt consecutive date:.. , 1 a of sheets •00:0 •090: .,... • „ • .' •.„• •.,.• WINDOW SCHEDULE WIND PRESSURE MARK QTY. WINDOW SIZE TYPE MATERIAL FRAME MAT. N.O.A. # REMARKS ZONE 4 ZONE 5 HORIZONTAL O 3 111"x50 5/8" ROLLER / ALUM./GLASS ALUMINUM 17-1017.09 +40.1 PSI +40.1 PSI IMPACT RESISTANT - BY SUNSHINE WINDOW MANUF. FIXED -43.4 PSI -53.6 PSI © 2 74"x50 5/8" HORIZONTAL ALUM./GLASS ALUMINUM 17-1017.06 +4.1 PSI IMPACT RESISTANT - BY SUNSHINE WINDOW MANUF. ROLLER -433.4 PSI O 1 53 1/8"x50 5/8" HORIZONTAL ROLLER ALUM./GLASS ALUMINUM 17-1017.06 +40.1 PSI -53.6 PSI IMPACT RESISTANT - BY SUNSHINE WINDOW MANUF. O 1 19 1/8"x50 5/8" SINGLE HUNC. ALUM./GLASS ALUMINUM 17-1017.04 +40.1 PSI -53.6 PSI IMPACT RESISTANT - BY SUNSHINE WINDOW MANUF. O 5 37"x50 5/8" HORIZONTAL ROLLER ALUM./GLASS ALUMINUM 17-1017 06 +40.1 PSI +40.1 PSI IMPACT RESISTANT - BY SUNSHINE WINDOW MANUF. -43.4 PSI -53.6 PSI O 2 37"x38 3/8" HORIZONTAL ROLLER ALUM./GLASS ALUMINUM 17-1017.06 +40.1 PSI +40.1 PSI IMPACT RESISTANT - BY SUNSHINE WINDOW MANUF. -43.4 PSI -53.6 PSI O 1 37"x26" HORIZONTAL ROLLER ALUM./GLASS ALUMINUM 17-1017.06 PSI IMPACT RESISTANT - BY SUNSHINE WINDOW MANUF. -43.1 -43.4 PSI O 1 53 1/8"x39 1/8" HORIZONTAL ROLLER ALUM./GLASS ALUMINUM 17-1017.06 +40.1 PSI IMPACT RESISTANT - BY SUNSHINE WINDOW MANUF. -43.4 PSI NOTE: MANUFACTURER'S SHALL VERIFY INFIELD WINDOWS/ DOOR SIZE OPENINGS PRIOR TO INSTALNATIOM. •*: %: �. .. ... .. . . . .. . ... . . ... ... . . . ... . . . . .... ....... . . . . . . . . . . . ... . . . ... . . \NS ks - 3Z�o MAW I-MIANII-DADS COUNTY L"L�'11J S 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. 33`d Place • Hialeah, FL 33012 • SCOPE: • • This NOA is being issued under the applicable rules and regulations governing the.0je. of construction materials. The documentation submitted has been reviewed and accepted by Miami -Uade CouRv UR - Product Control Section to be used in Miami Dade County and other areas where afievmdoby thaAl"drity Having Jurisdiction (AHJ). , • • • • • • 000 This NOA shall not be valid after the expiration date stated below. The Miami -Dade Ubtihty Produetontrol Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade C&W; reserve t11e right to have this product or material tested for quality assurance purposes. If this product or matei:&L jf1s to perform in the accepted manner, the manufacturer will incur the expense of such tasting and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction,' REP, 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 "1650 (XO)" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: 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 3 dated 09/04/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami - Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change inthe-materials, use,_an _or_man acture oft- ro uct or process. isuse_of�his_NOA-as-an_endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 14-1204.11 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-1017.06 MIAMFDADE COUNTY lvf1`11 Expiration Date: April 10, 2019 ........... }1� Approval Date:. December 21, 2017 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. 08-0107.08) ' ' 2. Drawing No. HS08-01, titled "Series 1650 Aluminum Horizvntai •Sliding •Winlow (XO) Impact Resistant Glass", sheets 1 through 7 of 7, dated 03/'114�68' with revision 2 dated 11/18/14, prepared by manufacturer, signed and sealed byV*aricisco 1 6aiabdez, P.E. . ... • . . B. TESTS • • • • • • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ; • •; 2) Uniform Static Air Pressure Test, Loading pet FsGs 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, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5331, dated 09/18/07 and FTL-5015, dated 07/27/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 08-0107 08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by manufacturer, dated 11/09/14, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. III Manuel ere P.E. Product Contr l Ex miner NOA No.-1017.06 Expiration Date: April 10, 2019 Approval Date: December 21, 2017 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and of no financial interest, dated 11/10/14, signed and sealed by Francisco.Her;Landez; P?E: - 2. Statement letter of conformance, complying with FBC-2010' Ra$ bf no fiweial interest, dated 03/12/12, signed and sealed by Francisco Hernandee-, f-. C. • • • • (Submitted under NOA No. 12-0320.06) """ • 3. Laboratory compliance letter for Test Reports No. FTL-5331t:gfod 094%07.and FTL-5015, dated 07/27/07, issued by Fenestration Testing L*pxjitory, Irric,, �jped and sealed by Carlos S. Rionda, P.E. ..6.6.. (Submitted under NOA No. 08-0107.08) • • • • • • • G. OTHERS 1. Notice of Acceptance No. 12-0320.06, issued to Sunshine Windows Manaliotj zing, Inc. for their Series "1650" Aluminum Horizontal Sliding Window — L.M.I., approved on 05/17/12 and expiring on 04/10/18. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. 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. B. TESTS 1. None C. CALCULATIONS 1. None. Q1rA-LITY--SST�RANCE 1. . Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. Manuel P e4 4E. Prodnct Control gam' er NOA No. - .06 Expiration Date: April 10, 2019 Approval Date: December 21, 2017 E-2 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6" Edition (2017), dated September 10, 2017, signed and sealed by Francisco Hernandez, p.E. • ; • • • • • 2. Proposal No. 17-0539R2 issued by the Miami -Dade County Prodnot'Ccntrol S"on, • • • • • dated 12/07/17, signed by Manuel Perez, P.E. • • • ; • • • • • • • • • • • . 3. Email from manufacturer requesting a 1-year extension to allow iiW M perform* ; verification test, dated 12/15/17, signed by Noel Martinez, AssisIW*):%nagq:- '. . .. • • �; ' . .. Sunshine Windows Mfg. Inc. ...... • • , : ..... ; • • • .. .. . .. . ...... G. OTIIERS "" • 1. Notice of Acceptance No. 14-1204.11, issued to Sunshine WiiIdows'Maning, • ' • • • • Inc. for their Series "1650 (XO)" Aluminum Horizontal Sliding, u:dow — L.M.I." :....: approved on 05/14/15 and expiring on 04/10/18. • • 2. One year approval, subjected to successful verification test. Manuel P ez, E. Product Control xa ner NOA No. 17- 17.06 Expiration Date: April 10, 2019 Approval Date: December 21, 2017 E-3 DFSIGN PRFSSURFS CHART. PSF "INTIOW \NCHOR HUKIOCANE 1'1IOCTELnON DINHNSION SCITEnTO IE, IS ATYr BEQUIRFD YADTH f HpER k PEn EXT1 3l4" T", EXf3" SILL FADI HE1GHJAM9 . INT. . IM 1>' S 2a' 3 SJ 1/e" 6 8 26 1/)' 4 Je 1/e' 6 G Sl 1/e' 6 CG c ]4' B 1 '] 5 6 6 74 e 17' S aJ t/e' e1' 8 7 8 x4' 3 Je' 4 b' 24' 6 3 e0' 7 72' e 2. 3 -- J6' 4 4 s R so' 7 72' 8 i Ja' 4 la' B b' 6 60' 7 r7� 46 7 7 8 ...... .... ...... Sass.. .. IVLND LOAD ASA. FA41'OR N.TE: • • JS.un�s.hiif�ieflnddSPEED' THE DESIGNPRESSURES SHOWN ON YFIESE CHARTS ARE FOR ALLOWAB. WRIIL3641ESIGN. FOR WINO„ LOADS CALCULATE• BASES Oy'ULTIMATE WINO AS DETER•INED FRO* ASCE 7-1S OR • 4 IBC 2015 THE VALUES SHOWN ON THE TOW6 • • SHALL 9E MULTIPIRED BY *6. • wean, Swtx SE MUNTINS (SURFACE APPLIED) MAY BE USED TYPICAL ELEVATION (XO) GENERAL NOTFS: I.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC STH EDITION (2014) AND FBC 6TH EDITION (2017). 2.- CONFIGURATIONS OX AND %O. 3.- SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- FOR ANCHOR TYPE AND $PACING REFER TO TYPICAL ELEVATION$ AND SECTIONS ON SHEET 5 THRU 7. 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: CONCRETE STRENGTH Fc 28 a 30DO PSI MIN. CMU AS PER AS1M C90. CMU MUST BE B-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. FILLED CMU Fm' 2000 PSI MIN. 7- USE NON -SHRINK, NQN-METALIC HYDRAULIC CEMENT GROUT PER ASTM C11O7/C1IO7M STANDARD SPECIFICATION FOR PACKAGED DRY. 8.- W060 HOST STRUCTURE $HALL BE 'SOUTHERN YELLOW PINE" G. 0.55 OR GREATER DENSITY. 9.- STEEL HOST STRUCTURE $HALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy 36 KSI MIN. 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8'. ALUMINUM SHALL BE 6063-T6. 11.- I OR 2K WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THC LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. `1t' 12.- ALUMINUM IN CONTACT WITH DISSIMILAR MATTRIALS SHALL BE PROTECTED (BY OTHERS) t` cJ AS SPECIFIED IN FBC 6TH EDITION (2017). `1aI7�.� GLASS: ' n]40_OVERALLIAWNATED-GIAS�IUSINGAWO_LRFS.OF — - -- - — 0.125� HEAT STRENGTHENED GLASS WITH A 0.090• INT_ERLA_YER FILM -;UPON773UTACffE PVB. BETWEEN-TRE-TWO-UTES OF GL&S$—. xMAXTRITVWSD - LAMINATED BY TECNOCIAS$ OR SIMMM. rww.,�eT y �A •cywK.& l IDl7 .O� F iu�tie> UMe qD jq �ry t•1v:ai I'ndiel Of: f. W:. .<u� PRAWeNG No. FRANCISCO HERNANDEZ FLORIDA PE / 51393 SHEEP t OF 7 DP:SIGN PRESSURES CHART - PSF HEAT STRENGT�HENE I.A MIN T'ED IMPACT LASS N'L�UOW ANCHOR HDRRICANR PROCTF.M. ON DIMENSION dCHkDULE TR NOT RRQIDRRD PER 13/4a SILL 3- SILL. WIVrH HEIGHT HEAD ! SILL yWB EXT. INT. EXT. INI. 14• M 3/8' 11 8 53.33 96.00 80.00 9Q,OO C 5P 50 5/8' 11 8 533S 00.60 00.00 90.00 G JT' 6 53.35 90.60 80.00 90.00 53.33 0.60 80.00 90.00 9 Nit' 11 53.33 85.20 80.00 85.20 a 72, b' 11 7 53.33 90.00 80.00 90.00 j 1. 1 53.33 96.60 80.00 90.00 aw 9 53.331 DO 00 80.00 90.00 eD 9 TYPICAL ELEVATION (XO) • • • • • • • • • • • • • • • •• • •••• • ...... ••••• • •••••• • • • • • • • • • • • • • • • • • • • • •• •• �� • •••••• • • • • • •••••• • go.• • go 0 • • • 00 • SE MUNTINS (SURFACE APPLIED) MAY BE USED p GCNCRAI. NOTES: �• T2' 11 53.33 90.00 80.00 90.00 I.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC STH EDITION (2014) AND FBC 8TH EDITION (2017). 2.- CONFIGURATIONS OX AND XO. 3-SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS W9NT) LOAD A.S.D. PAC71'OR NOTE: ON SHEET 5 THRU 7. 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: THE DESIGN PRESSURES SHOWN ON THESE CHARTS - CONCRETE STRENGTH FG•28 - 3000 PSI MIN. ARE FOR ALLOWABLE STRESS DESIGN. FOR WIND - CMU AS PER ASTM C90. CMU MUST BE B-INCH THICK. NORMAL WEIGHT BLOCKS WITH A MINIMUM LOADS CALCULATED BASED ON ULTIMATE WIND COMPRESSIVE STRENGTH OF 1.9 KSI. SPEED- AS DETERMINED FROM ASCE 7-10 OR - FILLED CMU Fm' m 2000 PSI MIN. IBC THE VALUES SHOWN ON THE TABLES 7,_ USE NON -SHRINK, NDN/ -METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107 C1107M STANDARD SHALLL B BE MULTIPLIED By 0.6. SPECIFICATION FOR PACKAGED DRY. B.- WOOD HOST STRUCTURE SHAH BE -SOUTHERN YELLOW PINE- G- 0.55 OR GREATER DENSITY. 9.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy - 36 KSI MIN. TO.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHA(.L NOT BE LESS THAN 1/8-. ALUMINUM SHALL BE 6083-T6. 11.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY Manu(octulingg 1745 W. S 1 • ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 12.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC OTH EDITION (2017). GLASS: ++ICI IIIt�+t ``` SCG HE!? ``� G�,."_'.N t'.• �tOL'Isi�'•;QLQ-: 4 No •`A393 - - u " • m ^ - ^.346'-OVERALL-LAMINATED GLASS- USNG-TWO -UTES OFh- 0.123- HEAT STRENGTHENED CLASS WITH A 0.090' INIERLAYER _. FILM DUPONT BUTACITE PV8. BETWEEN THE TWO LITES OF GLASS. LAMINATEO BY TEONOGLASS QR SIMILAR. x11Oa>•r •^h�ht-ia m puma Nc I-/017•0� _-�_,._ - �s �C'` pRAwING No. HS08-01 DATE: 0.T-14-05 tAi' li atle. meuu (•y�Ry--. $GVl^: 1 2�1' FRANCISCO HERNANDEZ SHEET 2 DF T FLORIDA PE / 51393 I — VERTICAI SECTION HORIZONTAL SECTION VERTICAL SECTION WITH SILL RISER .... ...... jun I �9M • ...• . • Manufadurirgof � � � • ..... �.0 • • .. Do No. 51;193 STATE OF-20` — ... N , DRAWING No. HS08-01 QA1C:,Q3-14-Og 6CALC 1 2•_1" FRANCISCO HERNANDEZ FLORIDA PE # 51393 gHElf 3 OF 7 ...... .... RF1.IA PART tl READ. DEtCA1PRON MATPAIAI. i $W—o19 1 FRAME HEAD 6D63—T5 2 SN-019 1 FRAME SILL S063—TS 3 $Yla><x21 1 INSERT TRACK 6063—TS S $W-012 2 SLIDER TOP/BOITOM RAIL W63—TS 6 SW3019 AS 1101 FIN SEAL PILE FELT 8 $W321W 2 WHEEL BRASS 9 $W-017 1 MOVING MEETING RAIL 6063—TS 10 SW40111 1 FIXED MEETING NAIL 6063-T5 I1 SW —AS AS ROD ASSEMBLY SCREWS / 8 X 1' $MS. 12 $W-013 1 JAMB TO MOVING PANEL 6063—T5 FIRM, PART. READ. DMICRIP10N MATERLU. 1Q SW-016 1 MOVING SIDE RAIL 5063—T5 14 SW3257 AS R06 WEATHER STRIP BULB Nit& 1§ SW-667 AS ROD LATQH ZING 18 SW—SIO 2/SILL REDGULATFID FILTO FOAM 17 SW40771 1 SILL RISER 6063—TS 14 $W-014 I JAMB TO FIXED PANEL 6663—TS 10 — RED SILICONE PEG.-895 OR SIMILAR 20 SW-101 AS ROD IMPACT GLA2I14C BEAD 6083—T8 ;1 SW—STL 1 3/8' X 3/4' FLIT BAR STEEL 22 SW —AS 4 ASSEMBLY SCREWS 13.e121— 2.IR51 2 1 1 �— 1.u2 o.oso 1.e]5 I 1 8r N,.160 T., o.uaz T ,.4I3] ± F— 0.394 e.%S r D.]6S �gEA� I 0AI2 r I 0.1116] FIXED MEETING RAIL SW 6063—T5 MOVING MEETING RAIL SV-017 fi08}-75 JAMB TO FIXED PANEL w- SOl{ 6063—T5 I FRAME JAMB TO MOVING PANEL SW-013 6063—T6 SW-018 6063—TS TIII o.o2 2.—1.7I 5D D.D]e 3.002 G. —S ,00 .5�.9G—z O FRAME HEAD AND SILL SW-019 8063—TS MOVING SIDE RAIL ggWW 016 e063—T5 SILL RISER SW-40T71 6063—T5 WSERT TRACK SW—..41 6063—T5 $UDER TOP AND BOTTOM RAIL SW-012 6083-15 1. MN. I/4' ULTRACON 1 3/4' MIN. EMBEDMENT INTO MASONRY THROUGH I BY WOOD BUCK. ;FOR MAX. ANCHOR SPACING MID NUMBER. OF ANCHORS _ REFER TO ELIAWTKNIS AND DESIGN PRESSURE CHARTS 30 SHEETS 1 OF 7 AND 2 OF 7) \ 1P FOR HEAD. BY WOOD BUCK BY OTHERS. RUST BE PROPERLY ATTACHED TO 'RANSFER GLAZING SYSTEM LOADS O THE STRUCTURE. SHALL BE APPROVED iY BULLIING OFFKJAL PRIOR T(1 CNDOW INSTALLATION. ATTACIIMLWI' TO MASONRY 1/4' SMS GRj THROUGH METAL. / (FOR AIAX. ANCHOR .PAGING AND NUMBER / OF ANCHORS' REFER TO E1F'A710N5 AND MIN DESIGN PRESSVRE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL HEAD DEFAIL B ATTACI91DENT TO WOOD ...... .... 1/4' ULTRACON I•1L[x� MIN. R ETRATION •TO MOD. • (FOR MAX. ANCHOR 7 WI HAND NUMBER W ANCH•IR; REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OFf70,16)4 •F07) • • • • TYPICAL FOR HEAD. • • • • • •• •• •• • 2 BY "D*A& Re OTHERS. • MUST eE PRO}ERL1•ATTACHED TO TWNSRR GLAZING •YSfEAI LOATIi • TO THE STRUCTURE. SHALL BE Wlr" • • BY:rjlNt)G OFAgf PRIOR TO• WMM�' INST/�LA I�I • • • /4' SM$ ORS THROUGH METAL (FOR MAX. ANCHOR SPACING ANO NUMBER OF ANCHOR$ REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 4 AND 2 OP 4). 1� TYPICAL FOR HEAD. MIN' IAM-DAOE OWY ROVED / MUU.IOM. (LANCERNTAPSEPARATE APPROVAL) L= = J DETAIL C Al'rACHMLAfr TO METAL STRTTCI —VRE A9TACHMENf'f0 (STEEL OR ALUM. 1/8' MIN. THICKNESS) TYPICAL HEAD SECTIONS ``,, I111111111/// * Na 513U3:N G�� —----- HSO8-01 OATum-Ta-OS A1w,c IYwAu Cewq. SCALE: 1 2._1. FRANCISCO 7NANDEZ FLORIDA PE % 51393 f1:T S gNOF 7 ]/4' MAX. WN-S~ mom I. e. A. .q • T2 1/2' MIN. 2 1/2` MIN. 2 1/2" MIN. 2 1/2" MIN. 1/4' DLTRAGDN 1 3/4' MIN. EMBEDMENT INTO MASONRY THROUGH i" BY WOOD BUCK OR NON-SIMENK NON-METN_IC GROUT 1/4' ULTRACOH 1 3/4' MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR $PALING AND NUMBER (FOR MA(. ANCHOR SPACING AND NUMBER OF ANCHORS OF ANCHORS REFER TO ELEVATIONS AND REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS DESIGN PRESSURE CHARTS ON SHEETS ON SHEETS 1 OF 7 AND 2 OF 7) 1 Or 7 AND 2 OF 7). T(PICA_ FOR SILL ONLY. TTPIOAL FOR SILL ONLY. I)n, AILD DETAIL ATTACHMENT TO PRE -CAST SILL ATTACHMENT TO MASONRY I I I �N 1/4" SMS ORB THROUGH METAL MIN. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). 1YPICAL FOR SXL— A'ITACHMENT'TO METAL STRUCRIRE (STEEL OR ALUM. I/e" MIN. THICKNESS) I MIAMI-DADE .1111 APROVED �MUWON. (UNDER SEPARATE APPROVAL) -- -==J t` MIN. 1/4' SNS GR5 THROUGH METH.. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS TYPICAL FOR T_OCAL FOR_2_OF_7l SIl1. - DETAIL D I ATTACI'IMENT'TO MULLION (STEEL OR AWN. 1/e" MIN. TNftWSS) TYPICAL SILL SECTIONS .. .. •. sM 5na B DW YBnuf9cllmng, Irc. ...... • • • • 5 • • • • • • • • • • • "N'.'n"iAI OW In: (2oe)x.-I952 • • • rmi�=e-ene • • o- N 2 BY WOOD BUCK BY OTRS. • • MIST BE PROPERLY A7FA.CHL� �0 • 9TBY TRANSFER GLAZING 51s" LOADS TO THE STRUCTURE. SHALL BE APPROVED O y BUILDING OFFICIAL PRIOR TO Q' t• WINDOW INSTALLATION. z MIN. 1/4" ULTRAGON 1 1/2" MR. PENETRATION INTO WOOD. gOR MO. ANCHOR FACING AND NUMBER ,,,000�yyy F ANCHORS ITEFER TO ELEVATIONS AND �¢y DESIGN PRESSURE CHARTS ON SHEETS t OF 7 AND 2 OF 7).y TYPICAL FOR SILL. Ili 0 A a DETAIL IF Q U ATTACHMENT TO WOOD W Z 0¢.. G7 N x r'UUUCRRE'VtSFWI �.1rw++lll •H.M. .Iui, C_ -: . - � I �[�� T.. 'NG �. DRAWING go. HSOB-01 .k„M,c, I.bl •lA .D(e E "` III 11 p�TE: 03-14-oe TwN PmA.y sri4 e: �_ FRANCISCO HERNANDEZ SHEET 6 OF 7 FLORIDA PE (' 51393 .•••.. ...... .... ...... /4• MAX. 2 BY WOOD BUCK BY OTHERS. •... .. • • • • RIM $PA•CE MUST BE PROPERLY ATTACHED TO •^ • • • • • • • .-'.. �. ' • TRANSFER GLAZING SYSTEM LOADS 1/4' MAX TO THE STRUCTURE. SHALL BE APPROVED SHIM SPACE • • • • • • • • • • R - • T 1./Z" BY BUILDING DMCIAL PRIOR TO • • • •i• WINDOW INSTALLATION. • • • • • • _ MIN. • • • o Sunshine I wl • ... WC' 1/4' ULTON 1 1/2' MIN. PENETRATION INTO WOOD.• • • 1110 • • MOrogouri ho (FOR MM, ANCHOR SPACING AND NUMBER • • • 9, 1 3/4" OF ANCHORS REFER TO ELEVATIONS AND CHARTS ON SHEETS • 1/4' $M$ ORS THRCIU!H I�RTAL • 17.3 W. 31E Plan 1 5 W. MIN. 1/4' ULTRACON 1 3/4' INTO MASONRY THROUGH • OR NON SHRINK NON _ (FOR MAX ANCHOR SPACING Z OF ANCHOR$ REFER TO DESIGN PRESSURE 1 OF 7 AND 2 OF 7). MIN. EMBEOM(:M TYPICAL FOR JAMBS. 1' BY WOOD BUM METAUJC GROUT DL7AIL I AND NUMBER ATTACMIENT TO WOOD - ELEVATION$ AND �'0R WJ(.�.OR SPAOIF� Rll�Bet pF ORS RfFFR 70 EL�JATpNS AND ON RFS�IRE CRWTIS OX SHEETS z 1 IM AND • OF . • • • S TYPIOK FOR JAMBS. • • • • ! • � • ! • • C V • 'ION PRESSURE CHARTS ON SHEETS 1 OF 7 AN0 2 OF 7). TYPICA. FOR JAMBS. D&AIL J ATTACHMENT T'D MHTAL STRTTCfURE (STEEL OR ALUM. 1/B" MIN. THICKNESS) DETAU, H A'I'I'ACHMENT' TO A1ASONRY GLAZING DETAIL 1/4' SMS GRS THROUGH META. (FOR MAX . ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVAT"$ AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 3 OF 7). TYPICAL FOR JAMBS. M MHI MI -DE COUNTY APROV0 FMVLLION. (UNDER SEPARATE APPROVAL) —1 II II II �I II li y I � - AT'lACklh4EN1" CO 1,11=0INS DETAIL TYPICAL JAMB SECTIONS 0.090" DUPONT BUTACn PJB OR SIMILAR / '' 1/B" N EO \ _ / $fRENGTHENEp j/B"/�GLASS BRE (TPICAL) MNE PEODRA 895 SIMILAR GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO CITES OF 0.125' HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER 11LM DUPONT BUTACITE PVE, BETWEEN THE TWO USES OF GLASS. LAMINATED ETC TEONOGLASS OR SIMILAR !'F&'UCT REV)sED �• "rvnPlying wiN MN FK!h0� s„nrm� roar A�aMncc rwl -ID qq WnDw ll Dy .,. D•tle Caehd' h o z� 3N Q �F h W N K � a a w Z a V) O 04 O i vsWi �H �n �HERNy,�., o• $ ,.���SGO. �pp F i 51393 1 HS08-01 PATE: 03-14-00 SCALE: 1 2'-1' FRANGSLO HERNANOEZ FLORIDA PE j'' S1393 SHEET 7 OF 7 M IAM I-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy Sunshine Windows Manufacturing, Inc. 1745 W. 33r' Place Hialeah FL 33012 • • • • • SCOPE: •• .•�••. ' ...... .... ....:. This NOA is being issued under the applicable rules and regulations governing•tV.ytie of construction materials. The documentation submitted has been reviewed and accepted by Miaz" jade County ItER - • • • • Product Control Section to be used in Miami Dade County and other areas where a11c>.vetl by t$e Wority , • • • • . Having Jurisdiction (AHJ). 000000 . 0.0 • • ; • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade 4!OkOy Prohat Control ...... Section (In Miami -Dade County) and/ or the A 4J (in areas other than Miami-Dade,CdM) reserve O.he right to have this product or material tested for quality assurance purposes. If this product & matc] iA NIS to • • • • • • perform in the accepted manner, the manufacturer will incur the expense of such lestieg,and t1le AHJ may ; • • • • immediately revoke, modify, or suspend the use of such product or material within Their JurisdicfiEn.'.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 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., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change — -- in the mate-rials -use and/ -or tnanufacture oft eproduct orprocess-. Misuse of"thi9-NOA-as an -endorses-- of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 14-1224.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-1017.04 MIAMI DADE COUNTY Expiration Date: April 24, 2019 I2 fj Approval Date: December 21, 2017 Ji 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. 0 9• • • • • • (Submitted under NOA No. 08-0219.03) • 2. Drawing No. SH08-01, titled "Series 2000 Aluminum Single g -lrnpact• Rsmlistant ....:. Glass", sheets 1 through 6 of 6, dated 04/02/08, with revision•Nd.'2 dated 1 L/05/14, : • • • • prepared by manufacturer, signed and sealed by Francisco Hernancfezj P.E.: V. .... . .. .... . ...... . ... B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 : • %•:. • 2) Uniform Static Air Pressure Test, Loading ptr FBC TAS 2AZL94 3) Water Resistance Test, per FBC, TAS 202-A • • • • 4) Large Missile Impact Test per FBC, TAS 201-94 66669 • 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 single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5253, dated 10/02/07 and FTL-5252, dated 08/17/07, both signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 08-0219.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51b Edition (2014), prepared by manufacturer, dated 12/10/14, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). ---- E:__ MATERIAL-C­ERT1rFICAA iIOl�S-- - ---- --- - - - -- ---- -- - -- - 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. 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. / Manuel Pefez' E. Product Control xa er NOA No. 17- 17.04 Expiration Date: April 24, 2019 Approval Date: December 21, 2017 E-1 Sunshine Windows ManufacturinLy, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014)-and.of no financial interest, dated 12/28/14, signed and sealed by FranciscD HPNande2, P.E. ...... 2. Department of State Certification of SUNSHINE WINDOWS T0NN1JFAC1" RJNG . .. ...... CORPORATION, INC. as a for profit corporation, active ark 4.1.ed .un,..der the • laws of the State of Florida, dated 11/24/14 and filed by the Secmt"y of State. ; • • • •; 3. Statement letter of conformance, complying with FBC-2018• axdo of no Im ncial ..... interest, dated 03/12/12, signed and sealed by Francisco Herriantft,6 P;E. • • ; • ; • • : • • • (Submitted under NOA No.12-0320.07) _ . 4. Laboratory compliance letters for Test Reports No. FTL-52' •sated 10/10%7 and • FTL-5252., dated 08/28/07, both issued by Fenestration Testing, Labor4fd*l; •Inc., signed and sealed by Carlos S. Rionda, P.E. • • .. . (Submitted under NOA No.08-0219.03) • • • G. OTHERS 1. Notice of Acceptance No. 12-0320.07, issued to Sunshine Windows Manufacturing, Inc. for their Series "2000" Aluminum Single Hung Window - L.M.I., approved on 05/17/12 and expiring on 04/24/18. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. 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. B. TESTS 1. None C. CALCULATIONS -----1. Norte. - - -- ----------- - D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Manuel Pere . Product Control Ex ' er NOA? 17-1 7.04 Expiration Date: April 24, 2019 Approval Date: December 21, 2017 E-2 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for.0tivit "Trosifol® Ultraclear, Clear and Color PVB Glass Interlay4s"dated 01719/17, "":' expiring on 07/08/19. • ...... .... ...... F. STATEMENTS 0 1. Statement letter of conformance, complying with FBC 6th EditioW(2'017), crated*• • •; • • September 10, 2017, signed and sealed by Francisco Hernandez*P9X.': .' :': • ""' 2. Proposal No. 17-0814R issued by the Miami -Dade County Prodw4.Qgntrol Section, • dated 12/08/17, signed by Manuel Perez P.E. • 3. Email from manufacturer requesting a 1-year extension to allow�tiiV �o pe rm - verification test, dated 12/15/17, signed by Noel Martinez, Assistant Managgf,• � • • • • Sunshine Windows Mfg. Inc. " ' G. OTHERS 1. Notice of Acceptance No. 14-1224.08, issued to Sunshine Windows Manufacturing, Inc. for their Series "2000" Aluminum Single Hung Window - L.M.I., approved on 04/09/15 and expiring on 04/24/18. 2. One year approval, subjected to successful verification test. Manuel Perez Product Control Exa er NOA No. 17-1017.04 Expiration Date: April 24, 2019 Approval Date: December 21, 2017 E-3 HEAD ANCHORS SFF CHART 4.SE MUNTINS IRFACE APPLIED) AY BE USED WIND LOAD A.S.D. FACTOR NOTE: THE DESIGN PRESSURES SHOWN ON THESE CHARTS ARE FOR ALLOWABLE STRESS DESIGN. FOR WIND LOADS CALCULATED BASED ON ULTIMATE WIND SPEED" AS DETERMINED FROM ASCE 7-10 OR IBC 2015 THE VALUES SHOWN ON THE TABLES SHALL BE MULTIPLIED BY 0.6. TIPICAL ELEVATION I OVER 1 GENERAL, NOTES: 1.- THIS PRODUCT MEETS THE REOUIREMENTS OF FBC 5TH EDITION (2014) AND FBC 6TH EDITION (2017). 2.- SHUTTERS ARE NOT REQUIRED. 3.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 4.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 2 THRU 4. 5.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT $HALL COMPLY WITH THE FOLLOWING REOUIREMENTS: CONCRETE STRENGTH Fc'28 � 3000 PSI MIN. CMU AS PER A$TM 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. 6.- USE NON -SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/CI107M STANDARD SPECIFICATION FOR PACKAGED DRY. 7.- WOOD HOST STRUCTURE SHALL BE 'SOUTHERN YELLOW PINE' G- 0.55 OR GREATER DENSITY. 8.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy - 36 KSI MIN. 9- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE $HALL NOT BE LESS THAN 1/8'. ALUMINUM SHALL BE 6063-76. 10.- 1K OR 2K 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 __ANn :.-8E-APPROV€D-BY_7HE-BUILDING-OFFICIAL-FRIOR-TO-DOOR JNSTALLATKNI.--- _ TT. =ALUMINUM . IN_CONTACT_WDH_ DISSIMILAR MATERNLSSHALL-BEPROTECTED (BY. OTHERS)- AS SPECIFIED IN FBC 6TH EDITION (2017). GLANS: 0.340' OVERALL LAMINATED GLASS USING TWO UTES OF 0.125' HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF CLASS. LAMINATED BY TECNOCLASS OR SIMILAR ...... .... ...... DESIGN PRFSSU b}j' - PSF • WINDOW DIMENSION ANCHQQR SCHEDI�(,� • • DLSTGN AiESSURlrPSF WIDTH HEIGHT PER HFAD AND SILL • PER JAMB • • EXT. • INID • 19 1/6' 28" 3 • • • • 'j 090.0 90.0 29 1/2- 3 90.0 906 37' 4 90.0 90A 53 1/8' 6 75.0 ".0 19 1/8- 38 3/8' 3 ¢ 90.0 90.0 26 1/2" 3 90.0 90.0 37" 4 90.0 90.0 53 1/B' 6 75.0 75A 19 1/8" SO 5/8` 3 6 90.0 90.0 26 1/2' 3 90.0 9010 37' 4 90.0 90.0 53 1/__ 6 75.0 75.0 19 1/8" 63' 3 7 75.0 75.0 26 1/2 3 75.0 75.0 37- 4 75.0 75.0 53 1/8' 6 75.0 75.0 19 1/0" 1/4'S7' 3 75.0 75.0 zs 1/2" 3 4 P75.0*75.07! 0531/8'6 2 MN IN Fknb - 4 • $IID9IMB.Nt•f�111 0900 MOIN(OC:IXII19, kx. 1745 R 1 nea Mk WWW,103eN • • rk: (3E)36 - 2 • • 1o.:000.1 -511e • ltlnlilllj ,co HeRNq'� , �1GEM1F'.,ry� Fr N. 51093 �c SH08-01 Ppy "all DAM 0-02-M FRANGSCO HERNANDEZ SCALE: t 2'-1' FLORIDA PE / 61393 BHEET I CF 6 2 1/2" MIN. I 2 1/2" MIN. 1/4' ULTRACON 1 3/4' MIN. EMBEDMENT INTO CONCRETE ORROUGH I BY WOOD BI1CK. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEETS 1 OF 5). TYPICAL FOR HEAD. DETAIL Al ATTACHMENT TO CONCRt PE TYPICAL ANCHORS 1. 1/4' SMS GR5 THROUGH METAL IN (FOR I ANCHOR SPACNG -0 NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRES9URES CHART ON SHEET 1 OF S. D TYPICAL FOR HEAD. DETAIL A3 ATTACHMENT TO METAL STRUCTURE DETAIL (STEEL OR ALUMINUM 1/0" MIN. THICKNESS) TYPICAL HEAD SECTIONS 1/4" ULTRACON 1•1"WIN•PONErRATION INrQQ WOOo. : ,•. 1' (FOR MAK. ANCHOR SPACING AW NUMBER QQ[P iNCHSR} • •� REFER TO ELEVATOMANDgp IGN PRESSURL3 CHNRO • WIN. IF 1 �.• • •:�: SHEET 1 OF 6). •• • TYPICAL FOR HEAD • • • • • • • • • Sunshine Windor BY NY)0 BUCK BY OTl.fi.• • • • UST �HOPERLY AITAaIED TO uOnURCAf11�, BE SFA CLOSING SYSTEM LOADSF1.ne. ]Ye Rae, y1pt1 TS TOE STRWTURE SHALL dE /IPPHOVED • �,,y1a� BY BULLDINC OFFiCL1L PMOR�TO MINDON INQTALLATI N. • • • 3a • • • Fa,:(�pBJeze-st to Q I� J DETAIL A2 C'J ATTACHMENT TO WOOD F a � x o SMS GRS THROWN METAL ,w, eq V) W FOR OFOFM MAX. ANCHOR SPACING AND NUMBER ANL11016 REFER TO ELEVATION AND N Z C DESIGN PRESSURES CHART ON SHEET 1 OF 6. h IA Er 191GL FOR HEAD. 1-�Z.:�j HWa L) _ MIN.UWION. (UNDER SEPARADADE COUNTY OTE APPROVAL) w o. L DETAIL A4 ATTACHMENT TO MULLION (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) FA OUCTRr�lWD .a,gjq..nAtN. Fl�r'ay n•ame.oLa 1 -!Of .OQ. E,1dm:fea Dala 19 SCALE; 1 2'�1' FRANGSCO HERNANDQ FLORIDA PE 1 51393 SHEET I OF 6 1 1111,11 som-, N ;: 7. • • " ~ i j Al / 2 1/2' MIN. 2 1/2" MIN. L1/4' ULTRACON 1 3/4' MIN. EMBEDMENT INTO CONCRETE (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION MID DESIGN PRESSURED CHART ON SHEETS 1 OF 6). TY PICAL FOR SILL ONLY. NON-SHR,NN GROUT 1/{' ULTRACON 1 3/4' MIN. EMBEDMENT INTO CONCRETE THROUGH 1' BY WOOD BUCK OR NON -SHRINK NON-METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURE CHART ON SHEET 1 OF 8). TYPICAL FOR SILL ONLY. I ':iipi3 jw.� • ,.• uj • • • 2 BY WOOD BUCK BY OTHERS. MUSTBE PROPERLY ATTACHED To TRANSFER GUDNG SYSTEM LOADSDS co TO THE D By BUL SHALL BE APPROVED B! BUILDING OFFICIAL 1" TO a PRIORWINDOW INSTALUTION. TIN. 1/4' TION N BY ELCO WITH 1 1/2' MIN. Z Z ("1 PENETRATIONINTO WOW.Z (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND QI DESIIGN PFRESSURES CHART ON SHEET 1 OF 8). w on OR SILL C a DETAIL Cl DETAIL C2 DETAIL C3 ATTACHMENT TO PRE -CAST SILL ATTACHMENT TO CONCRETE ATTACHMENT TO WOOD I I I I I � I I I I I I I I c MULUON. E COUNTY A%ROVED ATE \ MUWON. (UNDER SEPARATE APPROVAL) I II t" 1/a' SMS GRS THROUGH METH. MIN. (FOR WAX GN THROUGH METAL FOR MAX. ANCHOR SPACING AND NUMBER (FOR MAX. ANCHOR SPACING AND NUMBER 1' ( OF DESIGN PRANCHORS REFER H ELEVATION AND MIN. OF DESIGN PRE REFER H ELEVATIONONSH AND DESIGN PRESSURE CHART ON SHEET 1 OF 6). DESIGN PRESSURES CHART ON SNEETI OF 6). TYPICAL FOR SILL IYRGL-FOii-54.L- _ _ DETAIL C4 DETAIL CS _ ATTACI IMENT TO METAL STRUCTURE ATTACHMENT TO MITI.I.ION (STEEL OR ALUMNUM 1/0- MIN. THICKNESS) (STEEL OR ALUM. 1/8- MIN. THICKNESS) TYPICAL SILL SECTIONS W ODU!T RSTIISTJ: rrzsrcs;�x Nro1ml rmmw- D.iYn{Coibl"' /Dl D Gi nd� nmorTa:�:c WR �R e= - E l T1111111111/•N I HFT ' _ No. 51353 '' `71�VuI (rt ll• T11�f �' � DATHO E: Oa-02-08 BELLE: FRANCISCO NERNANDEZ FLORIDA PEN 51393 SHEET 3 DF 8 1/4" MAX. 1/4' MAX. SHIM SPACE SHIM SPACE Z BY WOOD BUCK BY OTHERS. • MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED 1 1/2" BY BUILDING OFFICIAL PRIOR TO MIN. WINDOW INSTALLATION. 1 3/4• 1/4' (ILTRACON BY ELCO WOH 1 1/Z' MIN. MIN. PENErnAnoN INro wood. Z (FOR MA%. ANCHOR SPAgNC AND NUMBER — OF ANCHORS REFEq TO ELEVATON AND DESIGN PRESSURES LHARf ON SHEEP 1 OF 8). y • Z TYPICAL FOR JAMBS. " m DETAIL D2 a ' 1/4' ULTRACON 1 3/4' MIN. EMBEDMENT INTO GONCRETE THROUGH 1' BY WOOD BUCK ATTACHMENT TO WOOD 1/4' MAX. • • • • • SHIM SPACE •: r. 1/4' SMS GRS THROIC(I METAL• ; + • • • • I�. ANCHOR SPACING AND • ,NUM OF ANCHORS RERR TO • FLEV N AND DESIGN PRESSURES -- SUDSIIIRe IMRdow G ON SHEET• OF 6). • YNM(st•IR,, TYPICAL FOR JAMN • • • • • TAe W. 11.a Plec. • •�I • ^I5• •• • rnt Sf IT OR NON SHRINK NON METALLIC GROUT IIETAIL D3 (FOR MAX. ANCHOR STAGING AND NUMBER ATTACHMENT TO METAL STRUCTURE OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). (STEEL OR ALUMINUM 1/8' MIN. THICKNESS) TYPICAL FOR JAMBS. DETAIL DI ATTACHMENT TO CONCRETE 1/4' SMS GRS THROUGH META.. (FOR MAX ANCHOR SPACING AND NUMSER OF ANCHORS REFER 10 ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR JAMBS: M"-DARE COUNTY APROVED — MULLION. (UNDER SEPARATE APPROVAL) II II 4J� GLAZING DETAIL 0.090" DUPONT BUTACRE PVB 1/8- HEAT )Bf1E IIIIIIII 1/B' HEAT STRENGTHENED STRENGTHENED NEDES3/8.GLASS (MINIMUMCONE PECORA 895 TYPICAL JAMB SECTIONS • ry 1111111111111 � TA� ? � SCAIF: 1 2'.1' FD E f 51 93 FLORIDALIXi1DA PE / 51393 SHEEP 4 DF e 0 (SEE DETAILS 14 Al, A2. A3 AND A4 ON SHEEP 2 OF 6) . 3/8• STEEL O V ti9 i i i 3/4• . 3/6• S (SEE DETAILS Cl. C2_C114_AND_C ON SHEET 3 OF 6) VERTICAL SECTION HORIZONTAL SECTION WITH -TOP LOCK )MM •..• •• • - ---• • 00 4' No. 61393 n;• 1 FRANCISCO HERNANDEZ (J FLORIDAPE # 51393 . • 1243 ..ilrtl Pbc4 1 M: (f�ppss I .:(3Ea)626-6116 SH08-01 DATE: 04—D2—D8 SCALE: 1 2•-1- SHEET 5 OF 5 see .. . .... • ...... Impormai�"r�F- :ArqmvA