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RC-18-205Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit No. RC-1-18-205 Permit Type: Residential Construction enWorn Classification: Addition/Alteration Permit Status: APPROVED Parcel Number Issue Date: 4126/2018 1 Expiration: 10/23/2018 Applicant 133 NE 100 Street 1132060132050 ROBERT STOUT Miami Shores, FL Block: Lot: Owner Information Address Phone Cell ROBERT STOUT 133 NE 100 Street (954)789-4173 MIAMI SHORES FL 33138- 133 NE 100 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone HOME OWNER roved: In Review Valuation:=25,000.00Total Sq Fee Approved:: In Review Denied: of Construction: RENOVATE EXISTING KITCHEN AN Occupancy: Single Family ies: Exterior: it Setback: Rear Setback: Setback: Right Setback: rooms: Bathrooms: s Submitted: Yes Certificate Status: ificate Date: Additional Info: RENOVATE EXISTING KITCHEN AN d Return : Classification: Residential Fees Due Amount Bond Type - Owners Bond $500.00 CCF $15.00 CO/CC Fee $50.00 DBPR Fee $11.25 DCA Fee $7.50 Education Surcharge $5.00 Notary Fee $5.00 Permit Fee $750.00 Scanning Fee $36.00 Technology Fee $20.00 Total: $1,399.75 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-1-18-66244 01/26/2018 Check* 157 $ 200.00 $ 1,199.75 04/26/2018 Credit Card $ 1,199.75 $ 0.00 Bond #: 3727 Available Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe Review Electrical Review Electrical Review Plumbing Review Plumbing F. Termite Letter F. Elevation Certificate Review Planning Review Mechanical Review Buildino Declaration of Use Review Structural 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/IPLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: c%ifyrIat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin Fuff�her re. I_authorize the above -named contractor to do the work stated. April 26, 2018 Authorized iglpa Yee: Twiner / Applicant / Contractor / Agent Building partment Copy April 26, 2018 o�`"k BUILDING PERMIT APPLICATION (BUILDING ❑ ELECTRIC Miami Shores Village RECEI VED Building Department JAN26101 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 8 Tel: (305) 795-2204 Fax: (305) 756-8972 —fir INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBc 2014 Master Permit No. PC (ts-1-05 Sub Permit No. ROOFING REVISION ❑ EXTENSION DRENEWAL PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: 11; N r 100 c>—KG� City: Miami Shores County: Miami Dade Zip: 123) 3la Folio/Parcel#: I, ' 31-0(- ' b 13 • 70 S b Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): nO66 n- sltwr Phone#: 5 �{ ' %'i01• (/ 0 3 Address: '�� 100 51 City: VAI State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: HphU iVIA Phone#: Address: City: State: Zip: Qualifier Name: State Certification or Registration #: /� Certificate of Competency #: DESIGN : Architec Engineer MPc( /� (-)rA1 PQf GL-- Phone#: 36 S S9 231 Address: -�h3 N• �, - 12 ��,J/��"� City: M. State: Zip: 3313 Value of Work for this Permit: $ l� t' w� Square/Linear Footage of Work: Type of Work: ❑ Addition N Alteration ❑ New ,.. ❑ Repair/Replace ❑lDemolition Description of Work: (-gAo✓ ,� S-9 AJ 4 ' )C- WL0f " /hNA10 6 DIY) / ` Dc L�-- w t wv) Gw S t rL, -,Cc 0a-0 Specify color of color thru tile: �^ Submittal Fee $ (2��' Q� Permit Fee $ � EO , 00 CCF $ IS, 0:> CO/CC $ mid Scanning Fee $ T� • ' 6� Technology Fee $ C Structural Reviews $ Radon Fee $ `� . SO DBPR $ `�' Notary $' Training/Education Fee $ J� Double Fee $ Bond $�• TOTAL FEE NOW DUE $ G!�ta. 7)Ej (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 f •. 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 o curs se en (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not I approvey Vd a rspection fee will be charged. Sign ER dr AGENT The foregoing instr 1pientt+was acknowledged before me this 40 day of O 20 by ►% (fir/t/i'�" � vim// , who is personally known to `i A me or who has produced < z as 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. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: <� �'''•, MAHARAI K. GONZALEZ ' MY COMMISSION # GG 044602 Sign:6 '*: :�= S n• a1XVIKETINI ovem er , 2020 Print: Q O.•, Bonded Thru Notary Public Underwriters nt: Seal: Seal: as APPROVED BY 2r Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) OWNER BUILDER DISCLOSURE STATEMENT] NAME: r ~" 9 U_) DATE: ADDRESS: / l A/E /06 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 2& - ae/,�F— 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 1, 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. / P Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use -or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial_ 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. ik-3 Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that grroneously 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 ks 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 1 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. I 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_ 3� 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.myfloridalicense.com/dbpr/pro/cilb/index.htmi 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: 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 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 anyfinancial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of JOn 20 By gip�YA- S t who was personally known to me or who has Produced th a 'ense as identification.EX rm' 07 WNER NOTARY F 1/26/2018 Property Search Application - Miami -Dade County A P"' RA I E R OFFICE OF THE PROP S Summary Report Property Information Folio: 11-3206-013-2050 Property Address: 133 NE 100 ST Miami Shores, FL 33138-2316 Owner ROBERT STOUT Mailing Address 133 NE 100 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,563 Sq.Ft Living Area 1,535 Sq.Ft Adjusted Area 1,464 Sq.Ft Lot Size 11,500 Sq.Ft Year Built 11940 Assessment Information Year 2017 2016 2015 Land Value $287,615 $287,615 $218,776 Building Value $101,894 $101,894 $101,894 XF Value $1,100 $1,100 $880 Market Value $390,609 $390,609 $321,550 Assessed Value $169,0591 $165,582 $164,431 Benefits Information Benefit Type 2017', 2016 2015 Save Our Homes Cap Assessment Reduction $221,550 $225,027 $157,119 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MMIAMI SHORES SEC 1 AMD PB 10-70 LOTS 18 & 19 BLK 15 LOT SIZE 100.000 X 115 OR 18246-2919 0898 1 CO 22438-4201 05 2004 4 Generated On : 1/26/2018 Taxable Value Information 2017i 2015 County Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $119,059 $115,582 $114,431 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $144,059 $140,582 $139,431 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $119,059 $115,582 $114,431 Regional Exemption Value $50,0001 $50,000 $50,000 Taxable Value $119,0591 $115,5821 $114,431 Sales Information Previous OR Price Book- Qualification Description Sale Page 06/29/2017 $467,000 30596- Qual by exam of deed 1972 05/01/2004 $0 22438- Sales which are disqualified as a result of 4201 examination of the deed 08/01/1998 $139,000 18246- Sales which are qualified 2919 12/01/1991 $80,000 15317- Sales which are qualified 2488 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: r� Design Wind Speed DkIntate Wind Velocity (mph) 175 Exposure C Internal Pressure Enclosed HeilM above grownd s - ft U Standard Wa6 Hellitt- ft 10.0 Memo Roof Height - it 15.0 Building Width n 37.0 BuNdby Length ft 37.6 RoofSio s•12 0.3 Roof An led rnn IA3 m Edge Strip 11 3.76 End Zone(n) 7SZ Parapet Along Reef Perimeter ft) WINDLOADCALC.00m Windloadcalcxom o Your Window to Success ASCE 7-10 Wall Opening (Windows & Doors) Wind Load Program 2003 - 2016 Kantor & Look Residence 7fteowa 133 N.E, 100th StreetMark A Cron , Architect 17 Mark A. Campboli, Architect HM sbape Fat - No His H ft 1.0 Lh 1.0 14 n 1.0 ft 1.0 _APPLYING WIND LOAD FOR. r OPENING r �0 �0®���� r r -� r • 0 �■�ni�9�iil.� �A �.��i►��►—� ..Iini� �lfl�i�i■■��II/i�'1►/�ilrl���� www.vAndkmdcalc.com .... ....... . . ..... . ... . ...... . .... 1115=18 Paget f� yI,QJ� rcOC2 t 1/15/2018 Florida Building CML 4' I d BCIS Home Log In i User Registration ! Hot Topics Submit Surcharge Stats & Facts ba (AProduct Approval USER: Public User LO-tra ff Product Approval Menu > Prntluct or Application Search > Application List > Application Detail FL # FL20470-RI """� '"'"�`"""•—' '� Application Type evasion Code Version 2017 Application Status rov Comments Archived A.W.. Publications FBC Staff i BCIS Site Map Unks Search Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 (419)298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative • • • • • • • • . • • • Address/Phone/Email • • • • • • •••••• • • •••••• Category Exterior Doors Subcategory Swinging Exterior Door Assemblies • • • • • • : • • �. • � � • � � • • •••• • •• ••••• Compliance Method P Evaluation Report from a Florida Re is � • U . j itect or a UIRsed P 9� ��� Florida Professional Engineer Evaluation Report - Hardcopy Received • • • • •••••• Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. • • 0 : • • • • 0 the Evaluation Report • • • Florida License PE-43409 •• • Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan I. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL20470 R1 COI (b) Certificate of Independence.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM D638 1996 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 ASTM G7 1997 TAS 201, 202, 203 1994 Equivalence of Product Standards http://Www.floridabuilding.org/pr/pr app 00.aspx?param=wGEVXQwtDgsJ9a49YAgXJuu9%2fp88zxka9rWOzxEle2YlMMLGdCkEKQa/p3dp/o3d 1/5 1/'15/2018 Certified By Florida Building Code Online Florida Licensed Professional Engineer or Architect FL20470 R1 Eouiv Ecuivalencv of Standards.odf n n Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Pale 0 Method 1 Option D 12/20/2016 08/18/2017 08/23/2017 10/10/2017 421 10 Pagel/ 2 0 0 Description ber or Name FL # � Model, Number Nominal 6'8 "Impact" Opaque Composite Edge Fiberglass 1 20470.1 a. Therma-Tru Fiber -Classic and Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20470 Rl II (b) Inst 20470.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20470.1 for Design Pressure Ratings, any FL20470 Rl AE (b) Eval 20470.1.odf additional use limitations, installation Instructions and product FL20470 Rl AE (b) IT Plastics.2.odf particulars. Created by Independent Third Party: Yes — 20470.2 -- i b. Therma-nu Fiber -Classic and — Nominal 6'8 "Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Approved for use in HVHZ: Yes i1 Installation Instructions • • ' •.. •' •' i FL20470 R1 II (b) Inst 20AZQ 2.oQf i Approved for use outside HVHZ: Yes • I Verified By: Lyndon F. Schmidt, P.E. 43409 • • • • •, i Impact Resistant: Yes I Created by Independent Th}M ?jr". Yes • • • •! Design Pressure: N/A Evaluation Reports • • • • • • • • Other: See INST 20470.2 for Design Pressure Ratings, any FL20470 RI AE (b) Eval 2047AZ.odf • • • • additional use limitations, installation instructions and product j F I : • • E particulars. y Thi a :Yes � f Created bIndependent' " • • •' a-rr•-•-•-•-rsi i • 20470.3 — 1 c. Therma Tru Fiber -Classic and Nominal 6'8 "Impact" Opagdt#Cdhlposite EdgEOFiboglass • • i Smooth -Star Double Door with or withoulp%dollies (Inswing/putswing; XX ; I i or OXXO configurations) ; ' ; Limits of Use • _ ___.- Installation Instructions• • • • Approved for use in HVHZ: Yes FL20470 RI II (b) Inst 26QQ,`J,&f • • • 0 • •' Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 434090 00 • • Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A jj Evaluation Reports Other: See INST 20470.3 for Design Pressure Ratings, any FL20470 R1 AE f b) Eval 20470.3.odf additional use limitations, installation instructions and product i I FL20470 RI AE (b) TT Piastics.2.odf Independent Third Party: Yes { particulars. Created by 20470.4 d. Therma-Tru Fiber -Classic and Nominal 8'0 "Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes ` FL20470 Rl II (b) Inst 20470.4.odf Approved for use outside HVHZ: Yes ( Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes I Design Pressure: N/A i Evaluation Reports Other: See INST 20470.4 for Design Pressure Ratings, any I FL20470 R1 AE (b) Eval 20470.4.odf additional use limitations, installation instructions and product FL20470 Rl AE (b) TT Piastics.2.odf particulars. Created by Independent Third Party: Yes 20470.5 e. Therma Tru Fiber -Classic and { Nominal 8'0 "Impact" Opaque Composite Edge Fiberglass Smooth -Star I Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or { OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20470 Rl II (b) Inst 20470.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports http://www.floridabuilding.orglprlpr app_dU.aspx?param--wGEVXQwtDgsJ9a49YAgXJuu9%2fp88zxka9rWOzxEle2YlMMLGdCkEKQ%3d%3d 215 Wro SUD/.-jC. I.�)lv7 a.J -A (-�A OrP) MIAMMDE MIAhR—DADS COUNTY PRODUCT CONTROL SECTION DEPARTI LENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADb•IINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econ_ouil ES Windows, LLC 10653 N.E. Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 112100" Aluminum Horizontal Sliding Window - S.M.I. APPROVAL DOCUMENT: Drawing No. W04-101, titled "Series 2100 Alum. Horiz. Sliding Wdw. (S.M.1)", sheets 01 through 08 of 08, dated 08/27/03, with revision "F" dated 09/16/14, prepamd.by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miatpi-12a4e County Product...... Control Renewal stamp with the Notice of Acceptance number and Expiration dd't'8 by the lxidtni-Dade • County Product Control Section. ""' • MISSILE IMPACT RATING: Small Missile Impact Resistant .. ; •' • •; LABELING: Each unit shall bear a permanent label with the manufacturer's name bt logo, B9rranquilla; • : • • Colombia, America Latina, series, and following statement: "Miami -Dade "Xdl� ProdUC IControi • • • • .. .. Approved", unless otherwise noted herein. .. . ...... REVISION of this NOA shall be considered after a renewal application has bee; filed -and there has been...;. no change in the applicable building code negatively affecting the performance of this RVuct. :00606 TERMINATION of this NOA will occur after the expiration date or if there has been a revisipri e� changS in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature.. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA. renews and revises NOA No. 12-0308.38 and consists h' ge and evidence pages E-1 and E---2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. C1sc NOA No.14-0923.07 MfAM� DARE C�UUNTY Xiration Date: February 10, 2020 NummFgNA-gs26 proval Date: February 12, 2015 6 K )'age 1 t ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's N&.-'s 04-I208 02, 05-0303.02 and 09 1008.04) 2. Drawing No. W04-101, titled "Series-2100 Alum. Horiz. Sliding Wdw. (S.M.I)", sheets 01 through 08 of 08, dated 08/27/03, with revision ' F" dated 09/16/14, prepared by AI Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 94 6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411 3.2.1, TAS 202-94 7) Deglazing Force Test, per ASTM E 987-88(R2009) and per FBC 2411 3.2.1, TAS 202---94 8) Operation Force Test, per ASTM D 2256-02(R2008) and per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a horizonfal* Mliding window, prepared by Fenestration Testing Laboratory, Inc . •'Fejt Megorts; No.'s •' FTL-5686, dated 12/30/08, signed and sealed by Carlos &.Rionda,:P"L' and ... FTL-5811; dated 02/16/09, signed and sealed by Michael R. Vim; P. E. • (Submitted tinder NOANo. 09-1008.04) "" • .. 2. Test reports on: 1 Air Infiltration Testper FBC TAS 202-94 : • • • •' ""' 2) Uniform Static Air Pressure Test, Loading par FM TAS 202:-94 ... • .. 3) Water Resistance Test, per FBC, TAS 202 mil•; •; .' 4) Forced Entry Test, per ASTM F 588-04/ 07and eer FBr.?Rh • • •• • 3.2.1, TAS 202-94 ...... 5) Deglazing Force Test, per ASTM E 987-88(R2009) and pftFBC • 2411 3.2.1, TAS 202-94 6) Operation Force Test, per ASTM D 2256- 02(R2008) and per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1412, BETI-05-1937 and HETI 05-1423, dated 10/13/04, 01/26/05 and 01/12/05, all signed and sealed by Ivonne Ghia, P. E. (Submitted tinder previous NOA's No.'s 04-I208.02 and 05-0303.02) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0923.07 Expiration Date: February 10, 2020 Approval Date: February 12, 2015 E-1 i ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC 2010 and with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 09/10/14, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-98/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/10, expiring on 01/14/17. 2. Notice of Acceptance No.13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5rh Edition (2014), and of no financial interest, dated 09/10/14, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated 12/08/11, signed and sealed by Javad Ahmad, P. E. • •. • (Submitted partially under previous NOA No.12-0308.38) : .' . 0000 • • • • • • 3. Distributor Agreement, dated 10/20/10, signed by Carla 0 044•'Y'orrAt •ai}d by,,,.::. '. . Andres Chamorro. ... ; .. (Submitted partially under previous NOA No. 12-0308.38) • • • • • • : "": 4. Laboratory compliance letter for Test Reports No.'s FTL -SV" sand FTt.9-581 I, - issued by Fenestration Testing Laboratory, Inc., dated 12/30�(K*&d 027fdit, all""' signed and sealed by Carlos S. Rionda, P. E. and sealed by Michael. R Wenzel. P E. • (Submitted under previous NOA No. 09-1008.04) .... ; . 5. Laboratory compliance letter for Test Reports NO.'s.' .HEI I-04-1412,; • • • HETI-05-1937 and HET145-1423, issued by Hurricane $nginaer`m*g- and Testing, Inc., dated 10/13/04, 01/26/05 and 01112/05, all signed and sealed -by Ivonne Ghia, P. E. (Submitted underprevious NOA's No.'s 04 1208.02 and 05-0303.02) G. OTHERS 1. Notice of Acceptance No. 12-0308.38, issued to ES Windows, LLC, for their Series "2100" Aluminum Horizontal Sliding Window - S.M.I., approved on 05/31/12 and expiring on 02/10/15.. f 1, ca�� Jaime D. Gascon, P. E Product Control Section Supervisor NOA No. 14--0923.07 Expiration Date: February 10, 2020 Approval Date: February 12, 2015 E-2 THESE WINDOWS ARE RATED FOR SMALL MISSILE IMPACT. MLAMI-DARE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. SHUTTERS NOT READ. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. SERIES-2100 ALUM HORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. 1D" . 6" MAX. LMAX I E ADDL ANCHOR LIA)C AT STILE ENDS ENDS SEE SHEET 2 HEAD/SILL 5" FOR CAPACITY Sill CORNERS A -_-, - ` II I I• II I' II D_ ���Lc 4 v�i %� Ir- - ---fl 7 If.l •/ lino R --�I /Jt�L_: Ir- /� I II II II II 1 II II I I II I II II JL___ itII I 11 11 II it II II II II 33 33 1/2' 33 3/8" 33 1/2" D.L. Or, D.L. OPG. D.L. OPG. 37 5/8" 37 5/8" HEAT STREN'D. GLASS 160" INTERLAYER IITACITE PVB BY 'DUPONT' FALSE MUNTINS 5/32' HEAT STREWD. GLASS yBy .035" INTERLAYER rc SENTRYGLAS BY 'DUPONT' o R n APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS - 1' OF H.R./H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF 5/32" HEAT STREN•D. GLASS WED 5/32" HEAT STREWD. GLASS PF UCT � p WA comply m 00 TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. SIUCONE oi; B qZ 3 • (% SILICONE A«nu�+� $ 4 9 DOW CORNING 795/983 DOW CORNING 795/983 rZ020 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL t; APPLY TO ENTIRE SYSTEM.By- i m = m • g g « . • • • Miami Dade Product Cadent THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS VELOCITY • 1 dll I • III • • • • 21 II II II OF THE FLORIDA BUILDING CODE INCLUDING HIGH • I • III n III III LAMINATED GLASS HURRICANE ZONE (HVHZ). •• I I • I I I WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • • • • II • h i • • II II III SMALL MISSILE IMPACT LOADS TO THE STRUCTURE. • • Engr. JAVAU AHMAD `Y( S� g33 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 11 70 FIA. pEM++L 70592 3 c .N.t 38 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • • • • 28 • • • • • • 28 y 1 NOT PART OF THIS APPROVAL. AT 1/4•PO TS 02 CITES • • • AT 1/4 POINTS ON LITES 8 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLYi • • WI( R 36; • WIDER THAN 36" n,/6 INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THEW04-101no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT • • •GLAS %YPE 'A' :• ••• GLASS TYPE 'D 42014COME REQUIREMENTS OF THE FLORIDA SLOG. CODE. GLAZING OPTIONS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6) DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) WINDOW DINS A ` M. ANCHORSPACINGADDL. ANCHOR GLASS TYPE 'A' GLASS TYPE '8' GLASS TYPE 'A' GLASS TYPR 'B' WIDTH HEIGHT EXT.(+) iNf.(-) 17R.(+) 11 q-) EXT.(+) 1NT.(-) EXT.(+) INT.(-) 26-1/2' 3 82.0 1081) 82.0 82A - - - - 1' 26' 4 02.0 f08.0 52.0 82.0 - - - - 53-1 /8' (2) B .2.0 108.. 82.0 82.0 - - - - 74' 8 810 -108.0 82.0 82,0 - - - - 28-1/2' 3 82.0 108.0 82.0 82.0 - - - - 37' I 4 82.0 10&0 82.0 82.0 - - - - 53-1/e' (3) a 82.0 10&0 82.0 82.0 - - - - 74' 8 92.0 108.0 MO 82.0 - - - - 25-1/2' 3 82.0 108.0 $2.0 82.0 - - - 1. 50-5/8' 4 82.0 108A a2.0 82.0 - - - - 53-1/6' (4) 6 52A 108.0 82.0 82A - - - - 74' 8 82.0 108.0 82.0 82.0 - - - - 26-1/2' 3 $2.0 106.0 82.0 82.0 - - - 37' 63' 4 87-0 108.0 $2.0 82A - - - - 53-1/8' (4) 6 82.0 92.5 82.0 82.0 62.0 108.0 - - 74' $ 75.3 75.3 73.3 75.3 82.0 52.0 52.0 62.0 24' 3 82.0 10&0 82.0 82.0 - - - - 36' 4 82.0 108.0 82.0 82.0 - - - - 45' 24' 6 82.0 108.0 82.0 82.0 - - - - 60' (2) a 82.0 10&0 82.0 82.0 - - - - 60' B 82.0 108.0 82A 82.0 - - - 72' 8 82.0 108.0 82.0 $2.0 - - 24" 3 824 108.0 82.0 1 92.0 - - - - 36' 4 82.0 108.0 82.0 82.0 - - - - 48' 36' 6 82.0 108.0 82.0 82.0 - - 60' (3) 6 a2.0 105.0 02.0 02.0 - - - 66" 6 62.0 108.0 82.0 82.0 - - - - 72' 8 82A 108.0 82.0 92.0 - - - - 24' 3 52.0 108.0 a2.0 $2.0 - - - - 36" 4 82.0 105.0 $2.0 82.0 - - - - 46' 4a' 6 82.0 100.0r 82.0 - 80' (4) 6 82A f09.082.066" 6 az.0 108.0 $2.072• a a2.0 108.0 Su24' 3 52.0 108.0 $2.038' 82.0 f08.0 82 046' 80'82.0 108.b 82.0 82.0 10&0 - - 60' (4) rill 82.0 91.7 82.0 82.0 82.0 108.0 - - 88' 02.0 86.E 82.0 82.0 82.0 108.0 - - 72' 82.0 a2.7 $2.0 82.0 a2.0 108.0 - 24' 3 52.0 10a.0 $2.0 52.0 - - - - 36' 4 02A 108.0 82.0 82.0 - - - - 48 (5) 6 82.0 93.3 82.0 82.0 02.0 105.0 - - 80' 8 79,6 me 78.E 79.8 82.0 105.0 82.0 82.0 68' 6 74.8 74.8 74.8 74.8 7&7 108A 76.7 82.0 A - NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB DESIGN LOAD CAPACITY - PSF • (�7COX SIZESl • • WINDOW INNBr • STD! ANCHORS _ ADDL..AUCHOa CLASS ;A & •8 G WIDTH EXT4q) INT.F W.(+) •1NT.(-4 i 74' 106-1/4' 111' 26' (2) 9 82.0 82.0 - - 12 812.0 82.0 - - 12 82.0 82.0 - - 74' 106-1/4' 38-3�• 9 82. • 8%4 •+ • r • 128 .82A 8a0 - - ,12 sto 74" f08-1/4' II1' •• i/6' () 9. 0a2.0. 8j.0 - 12 82.0 82.0 - - 12 82.0 82.0 - - 74' 106-1/4' 111' 64' O 9 82.0 82.0 - - 12 77.1 77.1 82.0 82.0 12 75.3 75.3 82.0 a2.0 72" 64' 96" foe, 24' (2) 9 82.0 82,0 - - 9 MO ' 82.0 - - 9 82.o e2.0 - 12 62.0 02.0 - - 72' 84' 98' 108' 38' (3) 9 92.0 92.0 - - 9 82.0 82.0 - - 9 82.0 82.0 - - 12 820 a2.0 - - 72' 84" 99' 108' 1. (4) 9 82.0 82.0 - - 9 82.0 $2.0 - - 9 82.0 82.0 - - 12 82.0 $2.0 - - 72' 84' 96' 1Os' 60' (4) 9 82.0 82.0 - - 9 82 0 82.0 - - 9 82.0 82.0 - - 12 82.0 82.0 - - 72' 84' 96' (5) 9 82.0 1- 9 82.0 32.0 - - 9 70.3 75.3 78.8 82.0 A - NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB (1//�3W) (1/3w) (1/-,A OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH APPLIED RISER AT FRAME SILL FOR SILL WITHOUT RISER LIMIT EXT.(+) LOADS TO 73.3 PSF SEE DETAIL 'B' ON SHEET 3. DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DINS.ka STD. ANCHORS GLASS 'A' & WIDTH HEIGNiEXT.(+) IM.(-) 74' 111(2) 26' 62.0 82.0106-1/4. 82.0 92A 82A 02.0 74' 111" 38-3/8' (3) 32.0 82A100-1/4" $2.0 82.0 12 82.0 82.0 74' 50-5/8' (4) 8 82.0 a2.0 74" 3 6(4) 8 82.0 $2.0 72" 84" or 108' 24' (2) 8 82.0 82.0 9 82.0 82.0 9 82.0 82.0 11 82,0 82.0 72' 84' 98' 108" 36' (3) 8 82.0 82.0 8 82.0 82.0 9 82.0 82.0 11 82.0 82.0 72' 84' 96' 48" (4) 6 82.0 824 a $2.0 82.0 9 82.0 $2.0 72' (4)6 $2.0 82.0 A - NO. OF ANCHORS PER HEAD & SILL { ) - NO. OF ANCHORS PER JAMB (1/4W) (1/2w) (1/4W) OPERAVKS,Vef�,�1/4 OF THE WINDOW WIDTH Bu6tAmWybbs 1MFWIMS ` Z >,.C)T "0D0F"�D�al. 02'0 NOTE: 06i1 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DEt~LARATORY STATEMENT DCA05-DEC-219 arowing no. W04-101 METAL WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS STRUCTURE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM �v to AND TRANSFER THEM TO THE BUILDING STRUCTURE. a TYPICAL ANCHORS j SEE ELEV. FOR SPACING MUIMI—DAOE COUNTY APPROVED MULLION hARA O F J a ELIA MULLION ANCHORS TYPICAL ANCHORS: SEE ELEV. FOR SPACINGSEE 1/4" OIA, ULTRACON BY 'ELCO(F-177 Ks, FY-155 KSI) ¢q INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 113Y BUCKS INTO CONC. OR MASONRY 1--1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY PESEEL i 8 1-1/4" MIN. EMBED INTO CONC. OR MASONRY AHORS 14 SMS OR SELF DRI ING c .R WC (GRADE 2 CRS)V. FORSPACING INTO MIAMI-DAOE COUNTY APPROVED MULLIONS (MIN. THK. = 1 /8'7 INTO METAL STRUCTURES O STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) v TYPICAL EDGE DISTANCE e INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. S INTO METAL STRUCTURE = 3/4" MIN. } J ,� WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. i J ¢ I CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. t_A F C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. 30 n n SEALANTS: N 3 z ^ = FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL o SEALED WITH WHITE/ALUMINUM COLORED SILICONE. 4i N TVEEPHOLES: W1 = 1-13/16" X 1/4" WEEPHOLES AT 3" FROM EACH ENO g WITH PLASTIC BAFFLE W2 = 1/4" WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH END oil PRODUCT'R6N8WEF 3 9 txi R r pt �wdlh d>• P_W, �I23. o G 2655 • 3 / ` - • • • : a • • • • • • • _ \ B larni pnda PraWR Contro • • • • • • �• • • ••• • • • • Eny; JAVAO AHMAD CML — =A—E .,2 F:*FOR 1BYCH01� : J' • WOOD BUCKTMCAIIANCHORS drowiing no..1NG• WO'f— O 1 46 • • • • • • EEE ELEV.00 1 • *OR SPACING ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MATERIAL IfANF./SUPpLBR/RBMARK3 I ES1003 1 FRAME HEAD 8083-TB - 2 E52012 1 FRAME SILL 6063-T8 - 3 E52003 1 FRAME JAMB 8063-TB - 5 ES1005 1/ VENT FIXED RAIL (AT SPRING LATCHES) fX163-TB - SA E51051 1/ VENT FIXED RAIL (AT SWEEP LATCHES) 8063-TB - 8 ES2004 1/ VENT H.D. VENT MEETING RAIL (AT SPRING LATCHES) 8083-TB - 8A ES7053 1/ VENT H.O. VENT MEETING RAIL (AT SWEEP LATCHES) 8083-i8 - B.1 ES-2004A 1/ VENT H.D. VENT MEETING RAIL (AT SPRING LATCHES) 606J-T8 ALTERNATE TO 6 6A.1 ES-1053A 1/ VENT H.D. VENT MEETING RAIL (AT SWEEP LATCHES) 8083-TB ALTERNATE TO 8A 7 ES1007 2/ VENT TOP AND BOTTOM RAIL 8063-T5 - 8 ES1008 1/ VENT JAMB STILE 8063-TS - 9 ES7103 AS REOD. GLAZING BEAD 8063-T8 - 10 ES2002 i SILL TRACK INSERT 8063-T5 - 11 E52011 AS RE00. STD. SILL RISER 6063-TS - 12 E51009 2/ VENT SPRING LOADED VENT LATCH 608J-TB AT 8" FROM ENDS 12A SL203 2/ VENT SWEEP LATCH ZAMAK AT II' FROM ENDS, BY INTERLOCK 128 /8 X 1' 2/ LATCH LATCH INSTALLATION SCREWS - fH SAPS 13 E51012 1/ LATCH VENT LATCH SPRING ST. STEEL - 14 CiB251N AS REOD. FOAM FILLED FABRIC W'STRIPPINC - SCHLEGEL 14A W23221NC AS REOD. FIN SEAL PILE W'STRIPPING - ULTRAFAB 15 /8 X 1" AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SAPS 16 �10 X 4' 2/ VENT FIX. RAIL SILL SCREWS CRS P.H. SAPS 17 W2321N0 AS REOD. VENT & FIX. RAIL W'STPoPPING - ULTRAFAB 18 W23291 NG AS REOD. FRAME JAMB W'STRIPPINC - ULTRAFAB 19 WPHL-100 2 BAFFLE - M & M PLASTICS 20 /6 X 1/2' 2/ BAFFLE BAFFLE SCREW - F.H. SAPS 21 ES1104 AS REOD. GLAZING GASKET NEOPRENE - 22 E52007 4/ VENT ROLLER HOUSING & GUIDE PLASTIC 23 E52006 2/ VENT ROLLER BRASS/ST. ST. - 24 E52005 2/ VENT ROLLER PIN ST. STEEL - 25 - I/ WEEP OPEN CELL FOAM PAD - 1" X 3/4" X i' LONG 28 - 1/ VENT S/18' BOX SCREEN - OPTIONAL 27 ES7505 - FLUSH FRAME ADAPTER 8063-TS OPTIONAL 28 27-372 2/ LITE SETTING BLOCK, 7/16" X 3/18" X 3-1/2" TONG EPOM OUROMETER 75t5 SHORE A TYPICAL ANCHORS V SEE ELEVS. FOR SPACING /LA41o MIAMI-DADE COUNTY APPROVED Z • 3 MULLION & MULLION ANCHORS / 'p s SEE SEPARATE NOP. O a a a U aC n ...0 2 ALT. `� a 0 7SEE L ANCHORS Q ly LEV. FOR SPACING Q HIS O 2 E I� 3 �h } �Go z s QQ Q n C�nM CZC e 0 5 Z N 0 12 TnNs laJ N O Ell • • • • • • • • • 0 0 W ALT. : h • • • • • • • • • • • •• •. Ergr: JAVAO AHMAD 1 CIVIL 7 ' , ATYPC.& FIA PE 70592 PRODUCT RFHHWED C 3538 ANCHORS • • • • J • • drawing no. SEE ELEV. FOR SPACING • • • • • • Y 1 A WDmn{ D¢ck Prod¢ct Ci�N:,'1 • C 1 14 W�'T— 1 0 il shoat 4 of 8 PTBM PART / QUANTITY DESCRIPTION ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VENT WIDTH U 1/4' MAX. �� o SHIM CC) 12 D.L.O. O I 1/4' MAX. Z 3 13 SHtws k 3 18 O 6 �. P.a 1BY o - - woo0 eucK $� METAL e STRUCTURE ➢' n - 17 - v G C SCREEN OPT. SEE ELEV. TEL ANCHORS 6 21 • FOR SPACING S nnn� SS9- �i EXTERIOR DLO • e AI TBRNATR VRNT rT sl c a m WINDOW WIDTH l� TYPICAL ANCHORS XO LAYO UTT = n OX OPPOSITE IC` SEE ELEV. FOR SPACING y © VENT WIDTH a 1/4' SHIM 12 VENT WIDTH y J Qm O MAX. 13 1/0" MAX. J 4 SHIMS LLI 3 �atD n WOOD BUCK 18 6 C 0 v.v i 301 STRUCTTTJJJ RE TYPICAL ANCHORS G n M N SEE ELEV. FOR SPACING g Z 3 1O UN1 O - p in DiN� ' WLs SCREEN OPT. ----I By R 6 21 Y=D BUCK EXTERIOR WINDOW MOTH .• 01 PRODUCTRBNRWED I?XOX LAYOUT yA�Notlft6aFlodda $ OA.M Date ��Z O MLAMI-OADE COUNTY S E ELEV, OR SPACING SHIMS ALT. APPROVED MULLION y ^ w X 2 Miemi [fade prodret Control 0 • g >£ SEE SEPARATE NOA • • • • • • • • •• N $ S a' . • • • • • • • VENTS ITITH ••• •. SPRING LOADED LATCHES • • •• Yy t a � • _ _ - = Enpr: ,MVAD AHMAo Fl GM/L C.A.. 333.a ^ TYPICAL ANCHORS • • • • S 1 'd SEE ELEV. FOR SPACING EV R ACI • +__+______ • • o. • • • • ..'� • • • • • • � � drawing no. W44DOW WIDTH • I • MOCT 2 14 NDDW WIDTH W04-101 sheet $ of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r 1' VENT WIDTH 1/4' MAX. {� It4lV a SHIM D.L.O. © O O ge) 1/4' MAX. 3 SHIMS O 18 � v.e 1BY 6A1 a W000 BUCK ®L� (5�} 2 METAL STRUCTURE ----- --_--- - - - - - _ _ _ - - - - _ -_ ---_ 2 2 4 p: � h�4 -----SCREEN OPT. -------- _ • TYPICAL ANCHORS tq SEE ELEV. -------- 4p Q O SA 21 D.L.O. e FOR SPACING 21 yq� �w�_ LL P EXTERIOR ' ALTERNATE VENT MTG. RAILS a WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING XO LAYOUT OX OPPOSITE Se v � s C VENT WIDTH 1/4' SHIM a v'i Ci MAX. p O VENT WIDTH 1/4' Mm. SHIMS ni _ Y WOOD SUC 18 O.• O N M 0 p n M l W STRUC RE e., TYPICAL ANCHORS fir.N zLL o 2 17 i r W y UN1m� -__-SCREEN OPT ----- ---- SCREEN OPT.---- 21 11 By WOOD BUCK EXTERIOR • € WINDOW WIDTH .� PR0Ul1CT ReNBW EU G XOX LAYOUT mcolAMYi"8wItlllAeFlaid' aala�aaae 23, D�- gC0L9�aoaa �� � TYPICAL ANCHORS DE COUNTY SEE ELEV. FOR SPACING • $ S "' PR APPROVED MULLION N (wtnl U PtDdOtt Cbntro SEE SEPARATE NOA p a • • • • • • • • • VENTS WITH . o ' W • • SWEEP LATCHES EN, JAVAO )NAIAD 1y g Fu P j 70592 CAN. drowmg no. • • • • • • • .. W04-101 _ wlNoow WIDTH wlNDow YnoTH 4 sheet 6 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME HEAD O FRAME SILL { .188.062 25G .312 1.098 to SILL TRACK FRAME JAMB J4.857 .837 j�— A45 _305 4 F .393 O VENT TOP/BOTTOM RAIL O GLAZING BEAD 08 JAMB STILE .068 t 00 .046 tt SILL RISER 2,063 2.063 P.,062 .9301,630 930 1.630 1.250 t,421 H.D. MEETING RAIL H.O. MEETING RAIL © AT SPRING LATCHES ® AT SWEEP LATCHES .760 2A63 2.063 1.122 .125 .125 .562 .562 .078 u� 1230 I 7— •062 t��,-- 868 "�J-11 1.630 �A62 �C�^�..�1 1.6I30 .868 lJ .U L ID VENT LATCH J 1.250 4250 2.190 H.D. MEETING RAIL (1Cl AT SPRING LATCHES .77; 0 f I .500 V�---2.2-688 —� FLUSH FRAME ADAPTER O FIXED RAIL 8 AT SPRING LATCHES H.D. MEETING RAIL AT SWEEP LATCHES 2.IBh{ .994� 1212 �2 LA62 1.250 FIXED RAIL AT SWEEP LATCHES • • • • • • • • • • • • •• ••• •• • • • •• PRODUCTEM�eF • • • • ramPy'I: • tth • m14Yn • • n-3! O • • • • • • •• •• r • • • • ntro • Mirmi ePr yet Ce ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no W04-101 15 V i3 �� o i IS Q 3 a a o y< U R� r 1 V ~ a a� aa110 FRAME TOP CORNER F a 3 � N z °Q 9i 25 VENT TOP/BOTTOM CORNERS 15 g V1Qm� O On g 3 Z v Lj 0•$"s • • • • • • • • • • • FRAME BOTTOM CORNER En9r. JAVAD AMMAD g 1�5705 ! i 2PRODUCI'RBNBWBD y�m9g1s8wW*bbFloddsBWId1:rCb& � OQ� i [ant•Ntj'Ire1MnOA1 drawing no. 14 • W04-101 FIX 0 MT el ORNER Mivni Dade NOW Comm sheet $ of $ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �/PJ4 ct OV,4 ill, ' M IAM I-QADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, LLC 3550 N. W. 49 Street Miami, F1.33142 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidadexoy/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or rad%rihl 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 'FJ44og J3uildi6 E;ele, including the High Velocity Hurricane Zone. ...:.. . . . .... DESCRIPTION: Seria1100 Aluminum Single Hung Window —S.M.I. • • • • • • .. • APPROVAL DOCUMENT: DrawingNo. WOS-20 Rev F, titled "Series 1100 Alum Si �i in W �?&. g ��pYt' ..:..' (S.M.I.)", sheets 1 through 6 of 6, prepared by AL-Farooq Corporations, dated 04/26/05 andLut revisdd ph 4UG 0.4�... 2015, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Gontml Revisiou stamp .' with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Eontrui Section. • • • • : • MISSILE IMPACT RATING: Small Missile Impact Resistant • • •. Limitation: . 1. See Design Pressure Rating VS glass types, Equal or unequal (Oriel) lites in sheet 2 of the Dwgs. 2. Max DLO (day light opening) Height for Oriel fixed lite must not exceed 32-3/4". LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance 6f 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 & renews NOA # 12-0410.04 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chauda,.P.E. QM1I DARE C0=NW I�U`L�� �y NOA No. 15-0129.07 Expiration Date: August 11, 2020 Approval Date: August 13, 2015 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # below) 2. Drawing No. W05-20 Rev F, titled "Series 1100 Alum Single Hung Window (S.M.I.)", sheets 1 through 6 of 6, prepared by AL-Farooq Corporations, dated 04/26/05 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files#12-0410.04/#09-1008.02/06-0316.03) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of an aluminum Single Hung window, prepared by Fenestration Testing Lab., Test Report No. FTL 5653 dated 10/24/08, signed and sealed by Carlos S. Rionda, P.E. 2. Additional test per TAS 202-94 & 201/203-94(SMI), along with marked -up drawings and installation diagram of an aluminum Single Hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-05-1432 dated 01/28/05 & HETI-05-1945AAfetL 03/28/05 signed and sealed by Ivonne Ghia, P.E. file # 06-0316.03 G 0• C. CALCULATIONS """ • • • • • • 1. Anchor verification calculations and structural analysis, complying witli M!- 2014 tV . ` • • • • edition) dated DEC 22, 2014 and last revised on JUL 22, 2015, preparedh3 ,JTI Farooq.. • Corporation, signed and sealed by Javad Ahmad, P.E. • • • • • • • • • . • • • • . , 2. Meeting Rails extrusion structural properties comarision dated DEC 2320'114 and revised on • • • •; • JUL 22, 2015, signed and sealed by Javad Ahmad, P.E. ssssss • 3. Lock rails extrusion structural properties comparison dated Dec 19, 20Q7, signed a4d%ttted by. 60• late Dr. Humayoun Farooq, P. E. (submitted under 06-0316.03). • • • • . 4. Glazing complies w/ ASTME- 13 00-02, -04 and -09. • • • D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc.(Foimer E.I. DuPont DeNemours) for the "Sentry Glass ® clear & white interlayer", expiring on 07/04118. 2. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc.(Former E.I. DuPont DeNemours) for the "Kurary Butacite PVB, Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 10/22/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA # 12-0410.04, expiring on August 11, 2020. 2. Distribution agreement ES Windows-Energia Solar, S.A. and ES Windows, LLC, dated 08/13/15, signed by MS Carla G. Torrente and Andres Chamorro respectively. 3. BCCO test proposals # 02-0929 dtd 01/09/03 & dtd Feb 02, 2008, "sill base adapter" dtd Feb. 14, 2006 and MR/Lock test proposal, dated Feb. 01, 2008. Ishaq I. Chands, P.E. Product Control Examiner NOA No. 15-0129.07 Expiration Date: August 11, 2020 Approval Date: August 13, 2015 E-1 FALSE MUNTINS (SURFACE APPUED) OPTIONAL SERIES-1100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAM1-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 29Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 10 3/8" MAX. 47 1/8" I O.L OPC. 49 15/18" VENT WIDTH 53 1/8" TYPICAL ELEVATION LATCHES AT BOTTOM RAIL DAYLITE OPENINGS: DLO WIDTH m WINDOW WIDTH - 6.000 DLO HEIGHT a WINDOW HT - 7.625 2 (3) ANCHORS �AT MTG. RAILS AT 4" O.C. N ,p o `SPRING LOADED LA1 AT 8" FROM EACH TYPICAL ELEVATION LATCHES AT MTG. RAIL DAYLITE OPENINGS: DLO WIDTH WINDOW WIDTH - 6.000 DLO HEIGHT WINDOW HT - 8.750 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• THESE WINDOWS ARE RATED FOR SMALL MISSILE IMPACT, Engr: JAVAO AHWll MIAMI-DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS FLA. PENT//L 705g REQUIREQA" INSTALLOTIONS•Le•TO 30 jT• QF GRADE. CA.N. 3538 9HUVERS YOT REQD• FOG INSTAtdATIONS DOVE 40 IW. OF GRADE. • • •• • • . • AU' 4 15 • • •• • • • •• • • • • • • • • • Z LATCHES ROM 40 ANCHORS ` • MTG. RAILS �l r 4" O.C. ao 0 ��8 ,m l /N91111 Cr11EVmm iffix-2ft...""Aradb r-al2q•o 7 aw im Celied 8 ! � o drawing no. W05-20 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• 0 • ' NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. 7 EQUAL LITES HEAT STREN'D. GLASS 060" " .090" Interlayer -Kuraray ButacRs PVB By 'Kun=y America, Inc.' �5/32" HEAT STREN'D. GLASS SILICONE /-DOW CORNING 705 UNEQUAL LITES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSP WINDOW DINS. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT EXT.(+) TNT.(-) EXT.(+) TNT.(-) 19-1/8` 28-1/2" 32• Sr 4r 48• 50-5/8 (5) 80.0 120.0 SOO 140.0 90.0 120.0 80.0 140.0 00.0 120.0 80.0 140.0 80.0 120.0 80.0 140.0 80.0 120.0 80.0 140.0 $0.0 120.0 80.0 00.0 120.0 80.0 19-1/8• 26-1/2• 32• 37' 42• 48• 58• (6)60.0 00.0 120.0 80.0 80.0 120.0 80.0 P14O.053-1/8` 80.0 120.0 80.0 120.0 80.0 $0.0 120.0 80.0 80.0 -IMO $0.0 140.0 19-1/8' 26-1/2' 32• 3r 42` BY (8) 80.0 120.0 80.0 140.0 50.0 120.0 80.0 140.0 80.0 120.0 80.0 140.0 80.0 120.0 8D.0 140.0 00.0 120.0 00.0 140M 19-1/S• 28-1/2` 32• 74-1/4' (7)I 80.0 120.0 SO.O 140.0 80.0 120.0 80.0 140.0 MO 1 120.0 1 80.6 1 140.0 ' NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. 5/32` HEAT STREN'D. GLASS 035` Inlloyer Kunray SentryGlaereABy 'Karay no, Inc.' �5/J2` HEAT STREN'D. GLASS •• m•• •SILICO 3 • 0�! C�ttNIjIG j08* • •• 2 L •n •• • go NO,1 4 AT 1/4 POINTS ON LTIES� • • •AT 1/4 DINTS• N ES t WIDER THAN 38' • • • • • • • WIDER TIAN 3% Gi GLASS TYPE 'A' • • GLsASS ,TYPL�• • • • • UNEQUAL LITES (ORIEL TYPE) ORIEL TYPE WITH LATCHES AT BOTTON An FIXED LITE DLO HEIGHT (HI) - H - 7.625 - H2 ORIEL TYPE WITH LATCHES AT MTG. RAID FIXED LITE DLO HEIGHT (H1) = H - 8.750 - H2 FKODUC rmzvmo rw•�pr•.•DgeFleeib Abrl Ds1y set atnt NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 CmL FIA. PE M 70592 CAN. 35]8 ZT lili ;!- Hill drowinq no. W05-20 TYPICAL SEE ELEV. FOR S RSI ° n .CONCRETE O 1BY WOOD BUCK SEE NOTE BELOW e.. I Ul'!U 2 G� .a \ _ �. .. CONCRETE' a TYPICAL ANCHOR SEE ELEV. EDGE DIST. FOR SPACING _TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. METAL STRUCTURE (SEE SPEC BELOW) 00 0 0 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION k MULLION ANCHORS SEE SEPARATE NOA (SEE SPEC BELOW) TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIAL ULTRACON BY 'ELCO' O f4y1 p5� (Fu-177 KSI, Fy-155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES GGII 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) a THRU 1BY BUCKS INTO CONC. OR MASONRY O 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) ro 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) H y li I I h i i II ' ii i DIRECTLY INTO CONC. OR MASONRY II II ,I 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) _ 4 ge gA i B g 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) �S 914 SMc OR SELF DRILLING REWa (GRADE 2 CRS) _ B� B� INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) W y ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) toll a n ALT. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0't M +A I 011 #12 c_MS OR SELF DRILLING SCREWS (GRADE 2 CRS) g Z 6 19 i i 19 d r INTO MIAMI-DADE COUNTY APPROVED MULLIONS 1/8" THK. MIN. (ALUMINUM 6063-T5) 1 t o g ii Ili tg; W Lno N 5 11 SC I TYPICAL EDGE DISTANCE N I uil � lu INTO CONCRETE AND MASONRY - 2-1/2" MIN. NTO WOOD STRUCTURE = 1" MIN. SWEEP LATCES INTO METAL STRUCTURE = 3/4" MIN. OPTIONAL TO SPRING LOADED LATCHES WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN, CONCRETE AT HEAD, SILL OR JAMBS f'c a 3000 PSI MIN. 4 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. r raooElcrits 31 SEALANTS: 2 ~ � Wijc ALL JOINTS AND FRAME CONNECTIONS SEALED WITH �1t SCHNEE MOREHEAD SEAM SEALER SM5504. c u BNN ^ �• • • • • • •• S1. 1�`44N WEEPHOLES: G O" Y^{ 4 o s • �..�/ 5 w • • • • •+ • • • • • • W1 - 1-1/2" X 3/16" WEEPHOLES AT 4" FROM EACH END i • • W2 = 1-5/16" NOTCH AT EACH END ,1 Engir: JAVAD AMMAD CNIL FLA. PE 70592 4v 1BY W000 BUCK C.A.N.WO ^ SEE 4201 BELOW yy 3 t<LI P'4 •' • • • • • S 8 eCONvRETi• I >\r •' • • • • 0t5 drawing n0. •. � ', � :�'• 9BY•OR 28Y 1N00� �QCKS AND METAL STRUCTURE NOT EDGE DIST. • B1• E.S. WOW* MUST SUSTAIN LOADS IMPOSED BY GLAZING WO55-20 SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. sheet 3 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • u! Z O a o U Ct MIAMI-OADE COUNTY e� 8 APPROVED CUPPED MUUION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING VV QQ (SLOG. OFFICIAL gi N LOAD) MULLION END LOAD) C i O i nNm EXT. 1_y J w _ S.H. WINDOW WIDTH SEE SHEET 2 S.H. WINDOW WIDTH SEE SHEET 2 c3 �Y In It M W o 0 Z_ 3 0 3z C3 C1 V1 ma /RODUC F RF. VISFO I)( Lu Ri m M cugl�l7lap with 11G Fy 110dims cm1, 0 1/4' MAX. O 1/4' MAX Act.. a No_),-0 1F2 SHIM SHIMS 1/4' SHIM EiPkaN� Ocle VENT WIDTH MAX. TYPICAL ANCHORSr—SEE ELEV. WOOD BUCK C« TYPICAL ANCHORS 15 SEE ELE.V. 19 7 FOR SPACIWG FOR SPACING v • °., OR 000 STRU ( E NOTE E ET 2)METAL C o - $ Q qq STRUCTURE (SEE SPEC _ _ _ _ _ • q • e a e - SHEET 3) - - - - _ _ _ _ _ _ _ _ _ • '° 4 ^1 bd _ • • • • • • • u o m W 1p • •• • • • • ••• • coNO OEM :, ORN' 11 • • • • • • • • MASONRY TYPICAL ANCHORS J B • • • • • • • • • • • • F SEE ELEV. FOR SPACING y1 EXTERIOR IBY WOOD BUCKS En9r. AO AHMAD T 8 (SEE NOTE SHEET 3) ,i CIVIL D.L. OPG. FU PE / 70592 • ••• • ••• ••• J CAN. 3535 WINDOW WIDTHS • • ♦ • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • • • • • : • • A 0 • • drowing no. l 05-20 sheet 4 of 6 1TBY / PART / REQD. DSSCRIPTTON MATERIAL MANE./BUPPIJBR/RSMARKB 1 ES1001 1 FRAME HEAD BOp3-T5 - 2 ES1101 1 FRAME SILL BOp3-T6 - 3 ESi00J 2 FRAME JAMB 8083-TB - 4 ES100S 1 FIXED MTG. RAIL (FOR SPRING UTCH) 8083-TB - 4A ES1051 1 FIXED MTG. RAIL (FOR SWEEP LATCH) BOBJ-TB - SA ES2004 1 HEAVY DUTY VENT TOP RAIL (FOR SPRING LATCHES) 6063-T6 - SA1 ES2004A 1 HEAVY DUTY VENT TOP RAIL (FOR SPRING LATCHES) 8083-TB ALTERNATE TO 5A SC ES105J 1 HEAVY DUTY VENT TOP RAIL (FOR SWEEP LATCHES) 60pJ-TB - SC.1 ESIOSJA 1 HEAVY DUTY VENT TOP RAIL (FOR SWEEP LATCHES) 808J-TO ALTERNATE TO SC B E51008 1 VENT BOTTOM RAIL 8083-T6 - 7 E51007 2 VENT SIDE RAIL 6083-T6 - 5 E51103 AS READ. GLAZING BEAD 805J-T6 - 9 E51009 2/ VENT SPRING LOADED VENT LATCH 6083-TS AT 12' FROM EACH END 9A - 2/ VENT SWEEP LATCH ZAMAK AT 12' FROM EACH ENO 9B jIB X 1' 2/ UTCH LATCH INSTALLATION SCREWS - FH SNS 10 £51704 AS REOD. GLAZING GASKET NEOPRENE - 11 /B SMS 20/, WDW. FRAME h VENT ASSEMBLY SCREWS - /B % i' P.H. 12 E51012 1/ LATCH LATCH SPRING ST. STEEL 13 - 2/ VENT BLOCK k TACKIE BALANCES - SERIES 120 BY BSI 14 103E 1/ BALANCE BALANCE TOP GUIDE NYLON BY B51 (NOT SHOWN) 13 110E 1/ BALANCE BAUNCE BOTTOM GUIDE NYLON BY BSI IB 135 1/ BALANCE BALANCE TERMINAL CLIP ST. STEEL (NOT SHOWN) 121 2 BALANCE TAKE OUT CUP PLATED STEEL - E51011 2/ VENT SASH CAM C0.CON - W23211 NG AS REOD. -VENT 9 FIXED RAIL W'STRPPWG - ULTRAFAB OR EQUIV. r20 OJ00%190 AS REOD.E SILLPPING -0-lON2 -1 SCREEN (OPTIONAL) -S/18' BO% E51013-1 2 SASH STOP - 23 E5150S - FLUSH FRAME ADAPTER 8083-TB OPTIONAL 24 27-372 2/ LffE SETTING BLOCK, 7/18' % 3/IB' X 3-1/2' LONG EPDM DItROMETER 75f5 SHORE A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEVS. FOR SPACING METAL STRUCTURE MIAMI-DADE COUNTY APPROVE( _ EDGE DIST. (SEE SPEC SHEET 3) MULLON & MULLION ANCHORS •' EO�E Dom' SEE SEPARATE NOA (SEE SPEC SHEET 3) Ss. EDGE ' CONCfiETE I DIST. 7 O O TYrAWHORS SEE ELEV. FOR SPACING 1/4" MAX.. ALT. SHIMS 23 t/4• o W ' 2 C61,14ETE ;. EXT. DR M/bONjRY © TYPICAL ANCHORS ALT.• • • • • • • • • • • • SEE ELEV. FOR SPACING J. KSIT e VOVCRETE .� . p v • ••• • ••• ••• • TYPICAL ANCHORS • • • • • • • • • • EDGE DIST. SEE ELEV. FOR SPACING • • • • • • • • • • • • • •I�ISTALL•ATION DF,PAILS WITH FLUSH FRAME AMpTFu ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CML M. PE N 70592 C�lu�N. 538 i � o drawing no. W05-20 sheet $ of g 1 2.330 809 082 98 7-50 .719 Bi3 2.392 0 FRAME HEAD Q FRAME JAMB OO FRAME SILL 1.122 F1.230 1.421 .078 .760 Q VENT LATCH 2.190 .770 2.268 23 FLUSH FRAME ADAPTER .992 .062 t v I1. 175 2. 1.250 MEETING RAIL FOR SPRING LATCH H.D. VENT TOP RAIL H.D. VENT TOP RAIL FOR SPRING LATCH VENT BOTTOM RAIL .- r .803 ,Q45 rz 837 GLAZING BEAD 1 .992 .062 2.181 1.250 .994 1.212 O MEETING RAIL FOR SWEEP LATCH H.D. VENT TOP RAIL H,D. VENT TOP RAIL FOR SWEEP LATCH .715 .857 L .930 11 81� 1.434 • •• • • • • ••• • O7 VENT SIDE RAIL• • • • • • • • • • .. VENT CORNER CORNER DEAL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7JAVADHIMOa70592 3B.e 3 arowing no. WO5-20 Residential Cooling and Heating Load Calculations Based on ASHRAE Cooling & Heating Load Calculation Manual, Second Edition. Summer design 91.0' F Summer Coincident W.B.: 77.0 OF Summer Daily range.: 11.0 ° F Data Source 2001 ASHRAE Hand Book Stout Residence Job NAME: 133 N.E 100tb Street Miami Shores, Florida 33138 Date: 12/27/17 Unit/ area served: NEW AHU #1 Calculated by: M.0 Checked by: M.C. ITEM SOLAR SHADE T.AREA BTU/HR ITEM T U T.AREA BTU/HR N. Glass 37 x x 70 = 2590 N. wall 14 x 0.2 x T7-4 = 1327.2 NE. Glass 66 x x 0 = 0 NE. Wall 20 x 0.2 x 0 = 0.0 E. Glass 91 x x 34 = 3094 E. Wall 24 x 0.2 x 389 = 1867.2 SE. Glass 82 x x 0 = 0 SE. Wall 22 x 0.2 x 0 = 0.0 S. Glass 0 x 37 x 112 = 4144 S Wall 17 x 0.2 x 438 = 1489.2 SW. Glass 82 x x 0 = 0 SW Wall 22 x 0.2 x 0 = 0 W. Glass 91 x x 10 = 910 W Wall 24 x 0.2 x 47079 = 1963.2 NW. Glass 66 x x 0 = 0 NW Wall 22 x 0.2 x 0 = 0.0 Hor. Glass x x = 0 Knee wall 0.0 Glass Areas = 226 Subtotal = 10738 T. Wall Area 1710 Subtotal • • • • • • 6646.8 EM T U T.AREA BTU/HR ITEM BTU/Unit • • • • • TOTAL; • • • • • BTMi • artition 13 x 0.9 x 0 0.0 People 230 : 3 690 Roof 48 x 0.03 x 1535 2210.4 Kitchen 96 0 0 0 1200 It • 12da . • • . Floor 13 x 0.09 x 1535 1795.95 Infil./Vent= I.1xQxDT= 0"0966.3 x;'16.5% IA.95 • Ceiling 0.0 Miscellaneous •••. . •• 0.0....• Subtotal 4006.35 • • • • • Subtotal • • .. 29"4.. • TOTAL SENS. = 22918.8 Btu/Hr .. 0 000 0.00 ; ...... GRAND TOTAL = 30900.0 Btu" (TOTAL SENSIBLE + LATENT) MAX. ALLOWED PER UNIT 1.15% ; � • 0 . 26869 Btu/Hr• 0 • TONS = 3.5 • • • . HEAT LOSS USE = 4:0 Tons • •..:. : 0 0"� ITEM T.AREA T U BTU/HR Cfm = 1600 Walls 1710 x 27 x 0.2 9234 Sq.Ft/T = 383.75 . Goo • • • • • • • 0 0 • • 0 • • Roofs 1535 x 27 x 0.03 1243.35 CFM/sq.ft = 1.0 . • • Floor 1535 x 27 x 0.09 3730.05 Gass 226 x 27 x 1.1 6712.2 Ventilation = 1. 1 xDTxQ= 1.1 x 27 x 67.32 1999.4 Partition 0 27 x 0.09 0.0 TOTAL 22918.8 Btu/hr KW 5.4 Kw Q=ARCHxVOL./60= 0.68 x 13047 / 60 = 66.3 Area A/C 1535 Sq.ft. Volume A/C !1535 x 8.5 = 13047 Cu. Ft. FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Stout Residence Builder Name: Street: 133 ME 100`i' Street Permit Office: City, State, Zip: Miami Shores, Florida 33138 Permit Number: Owner. Jurisdiction: 161400 Design Location: FL, Miami 1. New construction or existing Existing .9. Wall types (1710.0 sgft.) Insulation Area a. Concrete Block - Int Insul, Exterior R=5.2 1710.00 ft2 2. Single family or multiple family Single-family b. Frame partition R=0.0 0.00 ft2 3. Number of units, if multiple family 1 C. N/A d. N/A R= ft2 R= ft2 10. Ceiling type (1535.0 sgft.) Insulation Area 4. Number of Bedrooms 2(2) a. Under attic (vented) R=30.0 1535.00 12 b. N/A R= ft2 5. Is this a worst case? No C. N/A R= ft2 11. Ducts R ft2 6. Conditioned floor areas above grade (ft2) 1535 a. Sup: Attic, Ret: Attic, AH: AH2 6 60A Conditioned floor area below grade (ft2)0 0 7. Windows (226 sgft.) Description Area 12. Cooling systems kBtu/hr Efficiency a.U-Factor Sgl, u=0.75 48.00ft2 a. Central Unit 28.3 SEER:13.00 SHGC: SHGC=0.25 b.U-Factor N/a ft2 SHGC: 13. Heating systems kBtu/hr Efficiency, c.U-Factor N/a ft2 a. Electric Strip Heat 27.3 COP:1.00 SHGC: d.U-Factor N/a ft2 • • SHGC: 14. Hot water system - Supplemental • • •••• ••••• for Addition • Area weighted Average Overhang Depth: 1.000 ft. a. Electric Tank • • • :. C4..50.gallons • Lrea weighted Average SHGC: 0.250 • • • • • • • • • • EF: 0.926 _. Floor types (1535.0 sqft.) Insulation Area b. Conservation features . • • : • • • a. Slab -On -Grade Edge Insulation R=0.0 ft2 None • • • "1535.00 • b. N/A R= ft2 15. Credits �•.••0 Ps" C. N/A R= ft2�•. Total Proposed Modified Loads: Glass/Floor Area: 0.147 ;••;•:PASS '. Total Baseline Loads: 30.9 ...,. I hereby certify that the plans and specifications covered by Review of the plans and • • >;TAT • this calculation are in compliance with the Florida Energy specifications covered by this , Code. calculation indicates compliance the Florida Energy Code. _ E- = O Pq?Before with ¢ f::, - a :.• „ Vk PREPARED BY construction is completed -, DATE: t i� this building will be inspected for compliance with Section 553.908 cj` ' ';,.a this build' I hereby4rida Florida Statutes. with theergy C OD WFOWNE BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 9/27/2016 7:17 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: 133 ME 100`h Street Bedroom: 2 Address Type: Street Address uilding Type: user Conditioned Area: 1535 Lot #: -'caner Total Stories: 1 Block/SubDivision: # of units: 1 Worst Case: No PlatBook: Builder Name: Permit Office: Rotate Angle: 0 Street: 133 ME I OeStreet Jurisdiction: 161400 Cross Ventilation: Whole House fan: County: Miami -Dade Family Type: Single -Family City, State, Zip: Miami Shores, New/Existing: Addition FL, 33138 Comment: CLIMATE, IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume I blockl 1535 13047 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfillID Finished Cooled Heated I bed#4 1535 13047 Yes 3 2 1 Yes •'Y1r�S' . Yes FLOORS # Floor Type Space Perimeter R-Value Area ; Tile Wgod Catpet I Slab -On -Grade Edge Insulation Main 187 0 1535 ft2 00000 O : • It. 00 ROOF ...... • .... ..... Roof Gable Roof Solar SA Emiit• • . •Emitt IJeck Pitch • # Type Materials Area Area color Absor. Tested ; ' Vested • Insul (Dsg). • .•.•.• 1 Gable Concrete tile 1535 Oft2 Medium 0.96 No 0.00 a No . * .0 . 14 .. . ATTIC # Type Ventilation Vent Ration (1 in) Area RBS IRCC 1 Full attic Vented 1535 1535 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1150 ft' 0.11 Wood 9/27/2016 7:17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS _ Adjacent Cavity Width Height Sheathing Framing Solar Below # Omt to Wall type ~- Space rMain R-Value Ft. In Rt In Area R-Value Fraction Absor Grade% ---- 1 N Exterior Concrete Block - Int insul 5 17.2 8.5 133 ft2 0 - 0.75 00/0 ----- 2 E Exterior Concrete Block - Int insul Main 5 26.6 8.5 182 ft2 0 0.75 0°/. ---- 3 S Exterior Concrete Block - Int insul Main 5 22.0 8.5 113 ft2 0 0.75 0% ---- 3 S Exterior Concrete Block - Int insul Main 5 22.0 8.5 113 fl2 0 0.75 00/0 DOORS # Omt Door Type Space Storm U-value Width Ft. In Height _ -Y! Ft. In Area I -- 2 S N Wood Main None _ 46 3,_ 7 -"-' 3 W Wood Wood Family room Utility room None .46 None 2 ]0 6.8 21.0 18.0 46 2.10 6.8 19.0 WINDOWS Orientation shown is the entered, Proposed orientation. # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int shade Screening - 1 N E Metal Single(Tinted) Yes 0.75 0.25 14.0 ft2 1 ft. 0 in 2 ft. 0 in Drapes/Blinds Yes - 2 N F Metal Single(Tinted) Yes 0.75 015 20.0 ft2 1 ft. 0 in 2 ft. 0 in Drapes/Blinds Yes - 3 N G Metal Single(Tinted) Yes 0.75 0.25 10.0 112 1 ft. 0 in 210 in Drapes/Blinds Yes - 4 N D Metal Single(Tinted) Yes 0.75 015 6.0 ft2 1 ft. 0 in 2 ft. 0 in Drapes/Blinds Yes - 5 W J Metal Single(Tinted) Yes 0.75 0.25 10.0 ft2 1 It. 0 in 2:10 �• Dra*gMllnds Yet" ; 6 E C Metal Single(Tinted) Yes 0.75 0.25 14.0 ft2 1 ft. 0 in • 2 g.Qia.. D 'rapes/�Irrids :fw •: -- 7 E D Metal Single(Tinted) Yes 0.75 015 6.0 ft2 I ft. 0 in • 2 ft 0 ire • DrVjs/Bljnds 'W . • - 8 E J Metal Single(Tinted) Yes 0.75 0.25 6.0 ft2 I ft. 0 in 2 ftV ih' • Drhes/ainds q?e; " - 9 S H Metal Single(Tinted) Yes 0.75 0.25 24.0 ft2 I ft. 0 in 2 t in• Dr;gAlinds YEg • • • - 10 S A Metal Single(Tinted) Yes 0.75 0.25 44.0 ft2 I ft. 0 in 2 0t. 0 fi 0 D4ds es/B rV n •Y" • • - I 1 S B Metal Single(Tinted) Yes 0.75 0.25 20.0 ft2 1 ft. 0 in 2 0 ia' • Drapes/ 000 0 0 ii'Zs • • INFILTRATION ' • •' • # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse ProposedACH(50) .000025 76.7 4.21 7.92 .0175 .5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COPI 36 kBiuR r 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central unit none SEER: 13.0 30.9 kBtu/hr 1600 cf n 0.75 1 sys#i W712016 7:17 AM EnergyGauge® USA - FlaRes2014 Section R405A.1 Compliant Software Page 3 of 4 FORM R405-2014 • HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Main 0.99 1 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / -- Supply -- — Return-- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 255.6 ft2 Attic 63.9 ft2 Default Leakage Main (Default) c(Default) c 1 1 TEMPERATURES Programable Thermostat: None Ceiling Fans: Colin [ ] Jan Ventin[X] Jan [ j Feb [X] Feb [ ] Mar [X] Mar [ ] [ ] Apr Apr (]] May j May [XJ Jun [X] Jul ] Jun [ ] Jul 1 Aug 4 j AuSep [ ] [ ] Oct [ ] Nov Oct [X] Nov [ j Dec [X] Dec Ventingj ]Jan j j Feb [X] Mar [XJ r E jj May E ]Jun [ ]Jul (] Aug Se [X] Oct [XJ Nov [ ]Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Coding (W D) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Coding (W EH) AM 78 78 78 78 78 78 78 78 78 78 000478 78 PM 78 78 78 78 78 78 78 78 ! 78 ! 78 ' • • •A • • • • Heating (W D) AM 68 68 68 68 68 68 68 68 -66 • 68 • 68 68 + PM 68 68 68 68 68 68 68 68 ..6.8.. 68 ; • • • �8 • g� • Heating (W EH) AM 68 68 68 68 68 68 68 • 68 • •68• • • 68 • 68 •68 • PM 68 68 68 68 68 68 68 68 68 68 18& • • • 9/27/2016 7:17 AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 84 The lower the EnergyPerformance Index, the more efficient the home. 133 ME 100 h STREET, MIAMI SHORES, FL 1. New construction or existing Existing 9. Wall types (1710.0 sgft.) Insulation Area a. Concrete Block - int Insul, Exterior R=5.2 1710.00 ft2 2. Single family or multiple family Single-family b. Frame partition R=0.0 0.00 ft2 c. N/A R= ft2 3. Number of units, if multiple family 1 d. N/A R= 112 10. Ceiling type (1535.0 sgft.) Insulation Area 4. Number of Bedrooms 2(2) a. Under attic (vented) R=30.0 1535.00 ft2 b. N/A R-- f12 5. Is this a worst case? No c. N/A R= ft2 11. Ducts R 112 6. Conditioned floor areas above grade (ft2) 1535 a. Sup: Attic, Ret: Attic, AM: AH2 6 60.4 Conditioned floor area below grade (ft2) 0 0 7. Windows (226 sgft.) Description Area 12. Cooling systems kBtu/hr Efficiency a.U-Factor Sgl, u=0.75 48.00ft2 a. Central Unit 28.3 SEER:13.00 SHGC: SHGC=0.25 b.U-Factor N/a ft2 SHGC: 13. Heating systems kBtu/hr Efficiency c.U-Factor N/a ft2 a. Electric Strip Heat 27.3 COP:1.00 SHGC: ••••0 0 d.U-Factor N/a SHGC: ft2 • • • • • • • 14. Hot water Supplemental f6r4Addition • • • • • • • • • • • • system - 0 * Area weighted Average Overhang Depth: 1.000 ft. a. Electric Tanis • • • • • i tap' 50. le" • i • Area weighted Average SHGC: 0.250 • • • • • • • EF: 0�20 • 8. Floor 1535.0 s ft types ( q ) insulation Area b. Conservation features • • • • • • a. Slab -On -Grade Edge Insulation R�.0 1535.00 ft2 None • • • : 0 • • • b. N/A R= ft2 15. Credits •••• • •• •••• Pso t• • C. N/A R= ft2 •••••• •••• ••••• •• •• •• • •••••• •••••• • • • • • • • •••••• 1 certify that this home has complied with the Florida Energy Efficiency Code for Building 00 NE Construction throw Inthe above ene savin features which will be installed (or excede ed) • • • ' 4� STAT• • • • F • 9 rgY 9 =06 in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. ::; •: �o Builder Signature: Date: I l 0. a Address of New Home: 131, PC loop 51 City/FLZip: wE *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 9/27/2016 7:19 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 Certificate of Completion Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department Description: RENOVATE EXISTING KITCHEN AND 1 BATHROOM ALL NEW WINDOWS AND FRONT DOOR Permit Type Owner Subdivision/Project Construction Type V-B Building (Residential) ROBERT STOUT Square Footage 250.00 Location 133 NE 100 ST Miami Shores, FL Bldg. Permit No. RC-1-18-205 Contractor Date Issued Occupancy Single Family Type Flood Zone X HOME OWNER 05/31 /2019 If the building is located in a special flood hazard area documentation of the as -built lowest floor elevation or lowest horizontal structural member has been provided and is retained in the records of Miami Shores Village. This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the arious ordinances of the jurisdiction regulating building construction or use. Building Officials Approval Not Transferable POST IN A CONSPICUOUS PLACE Ismael Naranjo, CBO INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit No. RC-1-18-205 Work Classifications. Addiiion/Aiteration. Issue Date: 4/2s/zols 1Expires: 10/23/2018 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bidg.miamishoresvillage.comlcap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Parcel #:1132060132050 Owner's Name: ROBERT STOUT Owner's Phone: (954)789-4173 Job Address: Total Square Feet: 250 Mdame Shores FL( # Total Job Valuation: $ 25,000.00 Bond Number: 3727 r . _ �i:.�`re l 46 it 11 # % ii asgo W m ' ALLOWED: Contractors Phone k- Pro.any Coda it6 , HOME OWNER UUU W% I lox FRDY THROUGH FRIDAY, 8:00AM - 7:OOPM. AY 8:OOAM - 6:OOPM. RK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMM ENC EMEI`4T :MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing Insulation Drywall Fi rewa I l Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance i Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS WINDOWS: DOORS ■ INSPECTION DATE I NSP Attachment PUBLIC WORKS DATE INSP Excavation ELECTRICAL INSPECTION DATE INSP _.Temporary-P_ole�---_. 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough 3 13 11 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 ELECTRICAL COMMENTS Raffia►' - 1 4!7 rt&� Final Sprinkler Final Alarm DATE I INSP Water Service__ If 2"d Rough - kTcl1•n q Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final fi I PLUMBING COMMENTS Pipe DATE I INSP 1, Ventilation Rough Hood Rough `$ Pressure Test Final Hood al Pool Heateral tinal_Ventilation Vacuum MECHANICAL COMMENTS