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RC-7-17-1790- 1205 NE 95 STix t �' .�a.��'ib.� `.ti ::.x-r - r` .' �. �?r. � _' ir. •�.�y.;`i,rY��iw�'' .. 1 .. ��""ie .! 4v o a Mr O c m m m v�i a 3 n c... 1' 2. o co O = O Z O r CD m s ., s ❑ "F {� -n m K p at { f � 9�, < 0 f m _j", yy O CD it ' ri _ co co m a z ^ C Cm)O° a m CD X —• 0 Ul co mET U) 1` ^� r Z v> CD m 0 CD m a CD cn D Z _,a N d CO D ;.R O� Go c 3 m n'cri � ui y o m ol Cf) m oN i- o en nD' O x cn CD 0 0. ° m o 00 3 cn m CL -n O 0 0 W `v'j o = 3 c, w o. H m � ao . 4. < m a N m y m �, m a CD D) O 7 C G - N m CD CD Ca Y a _ s o CD m D U Z W ^� m m C o m m o Cb =. . D<i N 'a c 0D m Z o -n n CL m v m TI 0 CD 3 o o CL O 1f y m o- o m70 N =� N co a m fDcn < n e.h r' E-ro CD N D en CD 0 a CD Z m CD m CD z - P- < CD m = ° ° U E Q ° a o' ° m z W S►k El.v pr Miami Shores Village " 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 xiurii"v� Project Address 1205 NE 95 Street Miami Shores, FL Owner Information ROBERT BAILEY Permit No. RC-7-17-1790 Permit Type: Residential Construction Permit Work Classification: Alteration Permit Status: APPROVED Parcel Number Issue Date: 9118/2017 1 Expiration: 03/17/201 Applicant 1132060143970 ROBERT BAILEY Block: Lot: a Address Phone Cell 1015 NE 97 Street MIAMI SHORES FL 33138-2555 Contractor(s) Phone Cell Phone HOME INTERIOR SERVICES AND INVI (305)328-8590 (786)597-8093 Valuation: $ 225,038.00 Total Scl Feet: 4000 'J Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: INTERIOR REMODELING AS PER F Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: INTERIOR REMODELING AS PER P Bond Return : Classification: Residential Fees Due Amount Bond Type - Owners Bond $500.00 CCF $135.60 CO/CC Fee $50.00 DBPR Fee $101-27 DCA Fee $101.27 Education Surcharge $45 20 Penalty Fee $100.00 Permit Fee $6,751.14 Plan Review Fee (Engineer) $120-00 Scanning Fee $72-00 Technology Fee $180.80 Work without Permit Fee $6,751 14 Total: $14,908.42 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-7-17-64563 09/18/2017 Check #: 2392 $ 14,708.42 $ 200.00 07/12/2017 Check #: 23513 $ 200 00 $ 0.00 Bond #: 3508 Availahlp Inannrtinn%- Inspection Type: Final PE Certification Window DoorAtlachment Framing Insulation Drywall Screw Window and Door Buck Fill Cells Columns Review Electrical Review Electrical Review Planning Review Planning Review Buildino Review Building Review Plumbing Review Plumbing Review Structural Review Mechanical In consideration of the issuance to me-oHN—is permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. September 18, 2017 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy September 18, 2017 1 ' wA p Miami Shores Village J�� k �- � Building Department II 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 C� Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION RECEIVED JUL 12 2017 v1 5-H FBC ZQ ILI Master Permit No. F-I 1 qc) Sub Permit No. 3B ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP j CONTRACTOR DRAWINGS Cl JOB ADDRESS: O City: Miami Shores Coun Miami Dade Zip: Folio/Parcel#: 2-06_ 6i1� — 3970 Is the Building Historically Designated: Yes NO � Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholderp):_ �b �Q I Phone#: �� i8� T�� Address:_ / 2 d6 Nis / 5 �5� p: �� - City: / I o t-fo I` 5 h S State: 0n Tenant/Lessee Name: Phone#: Email: f U Q r 59� CONTRACTOR: Company Name: iprpG Xt?IC 1CN � ulze.S' CC Phone#: 86 59' � 6073• Address: ��' D "'es r OE31210 CO — City: f 1 r. s- Qualifier Name: oh 0 e#: D6 e093' State Certification or Registration #: CSC- 195- / 388 Certificate of Competency* DESIGNER: Architect/Engineer: Value of Work for this Permit: one#: City: State: Zip: Square/Linear Footage of Work: �Ic � -'r �- Type of Work: ❑ Addition ; Alteration ❑ New ElRepair/Replace ❑ Demolition Description of Work: r t er I�' / C' Mc^ (4 �I I vl ` 0 S ) I f it 1 i Specify color of color thru tile: CO • iJ' I CCF $ S CO/CC $ Submittal Fee $ Permit Fee $ Scanning Fee $� 2� 00 Radon Fee $ ( 2� DBPR $ 0 Notary $ Technology Fee $ I . �7_f Training/Education Fee $ 'T 5 . zo Double Fee $ (' y Structural Reviews $ '� EN•FLT-1 (Revised02/24/2014) Bond $ IEW ••xjj �C F�J TOTAL FEE NOW DUE $ 206, ly,9ce)' 42, Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip __ Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 6A, Signature Signature OWNER or AGENT 4NTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day off R C)r7e 20 by day of -7-0 n 20 _ f by Pux-4 who is personally known to me or who has produced 0& as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: �= va n rPc►b�o (r n'' who is personally known to me or who has produced _ 0 L, as identification and who did take an oath. NOTARY PUBLIC: Print: f-JJ Seal: .WY Notary Public State of Florida Seal: Sandra Patricia Rodriguez My Commission FF 096356 Expires 05125/2020 APPROVED BY Plans Examiner Structural Review (Revised02/24/2014) P-C 010 Notary Public State of Florida Sandra Patricia Rodriguez My Commission FF 996356 yr n Expires 06125/2020 Zoning Clerk Property Search Application - Miami -Dade County Page 1 of 1 : . OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-014-3970 1205 NE 95 ST Property Address: Miami Shores, FL 33138-2549 Owner ROBERT BAILEY 1205 NE 95 ST Mailing Address MIAMI SHORES, FL 33138 USA PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ 0101 RESIDENTIAL - SINGLE Primary Land Use FAMILY: 1 UNIT 4/4/0 2 1 Beds / Baths / Half iFloors (Living Units ,Actual Area 5,800 Sq.Ft (Living Area 4,988 Sq.Ft 5,140 Sq.Ft ,Adjusted Area Lot Size 17,896.56 Sq.Ft 'Year Built 1948 .Assessment Information 'Year 2017 2016 2015 Land Value $644,920 $662,835 $545,702 Building Value $370,006 $371,656 $373,306 .XF Value $20,422 $20,602 $14,964 IMarket Value $1,035,348 $1,055,093 $933,972 Assessed Value $1,035,348 $425,994 $423,033 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Assessment $629,099 $510,939 Cap Reduction Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 5-6 53 42 MIAMI SHORES SEC 3 PB 10-37 LOT 21 & 22 BLK 84 LOT SIZE IRREGULAR OR 13538-2526 0188 4 Generated On : 7/12/2017 Taxable Value Information 2017 2016 2015 County Exemption Value $0 $50,000 $50,000 Taxable Value $1,035,348 $375,9941 $373,033 School Board Exemption Value $0 $25,000 $25,000 Taxable Value $1,035,348 $400,994 $398,033 City Exemption Value $0 $50,0001 $50,000 Taxable Value $1,035,348 $375,994 $373,033 Regional Exemption Value $0 $50,000 $50,000 Taxable Value $1,035,348 $375,994 $373,033 Sales Information Previous price OR Book- Qualification Description Sale Page 03/06/2017 $1,430,000 30456-2868 Qual by exam of deed Trustees in bankruptcy, executors or 06/08/2009 $100 26918-2613 guardians 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 http://www.miamidade.gov/propertysearch/ 7/12/2017 Home Interior Services and Investment, Inc 1690 West 38 Place Suite B-1 Hialeah, FL 33012 (305) 328-8590 info@homeinteriorservices.net httpJ/www.homeinteriorservices.net ADDRESS SHIP TO Robert Bailey Robert Bailey 1205 NE 95th Street 1205 NE 95th Street Miami Shores, FL Miami Shores, FL SALES REP JB RECEIVED Dll`1 cecwisse3ae «M75SOOZ38 CATEGORY JOB NAME REMODEL INT ALT 2 BAILEY SCOPE OF WORK 0 0.00 0.00 SCOPE OF WORK: Remodeling of real estate property as follow: ** All prices are only estimates until approved plans and subcontractor site inspection. REMOVAL SERVICES 1 8,112.00 8.112.00 DEMOLITION SERVICES: ** Remove carpet where required ** Remove flooring tile where required ** Remove K dchen cabinetry, countertops etc. ** Remove pantry and closets ** Remove staircase railings ** Remove bathrooms ** Remove entrance door and interior doors ** Dumsters of 20 yds ** Jobsite cleaning _ REMODELING SERVICE&CONSTRUCTION WORK 1 3,200.00 3,200.00 EXTERIOR STUCCO: ** Stucco/skim coat existing bricks facades (not back columns) ** Includes material and labor ** Includes scaffolding ** Areas: Front ,_back patio _ REMODELING SERVICE&CONSTRUCTION WORK 1 5,816.00 5,816.00 FRONT ENTRANCE STRUCTURE ** Make new structure for front entrance ( waiting on plans ) '* extend steps and reconfigure planters 0�b ACTIVITY 41 Y REMODELING SERVICE&CONSTRUCTION WORK STRUCTURAL WORK: MASTER BEDROOM OPEN STORE FRONT CLOSE WINDOW MASTER BEDROOM OPEN 3 WINDOWS MEDIA ROOM, OPEN SLIDING DOOR DINING ROOM RAISE STRUCTURAL WALL KITCHEN RAISE DOOR KITCHEN ELIMINATE BEARING WALL ELIMINATE CHIMNEY ROOF REPAIR ENTRANCE **General labor **Special inspections ** EQUIPMENT ** STRUCTURAL masonry & concrete mt. 1.) CMU 2.) Concrete 3.) Rebar, corner bars, stirrups, ties, etc. 4.) structural labor includes truss install and sheathing INCLUDES: ** Steel Beams Colums Masonry walls Steel re bars (As per plans) REMODELING SERVICES:CONSTRUCTION WORK CONSTRUCTION WORK: DRYWALL PARTITIONS KIDS BEDROOM: CREATE NEW BATHROOM SPACE KIRDS BEDROOM: CREATE NEW CLOSET POWDER ROOM RECONFIGURE MASTER BEDROOM RECONFIGURE CLOSET / BATH_ REMODELING SERVICES:CONSTRUCTION WORK POWDER BATH REMODELING: ** New flooring Installation ** New accesories ** Includes labor and construction materials. REMODELING SERVICE&CONSTRUCTION WORK BATHROOM#2, #3 and guest Bathroom: REMODELING: ** New flooring Installation ** Wall Tile Installation - Shower up to ceiling, outside shower up to4' ** New durock installation ** New accesories "* Frameless glass doors ** Includes labor and construction materials. "RATE AMOUNT 7,410.00 7,410.00 900.00 900.00 2,660.00 7,980.00 .G REMODELING SERVICES:CONSTRUCTION WORK 1 MASTER 13EDROOMJBATHROOM REMODELING: 4,800.00 4,800.00 " Reconfigure bathroom wall layout " Relocate vanities and install new " New flooring Installation " Wall Tile Installation - Shower up to ceiling, outside shower up to 4' '* New durock installation ** Parition and doors for bidet.toilet room *' New accesories '* Shower curbs, niche " Frameless glass doors ** Includes labor and construction materials. REMODELING SERVICE&CONSTRUCTION WORK 4,000 3.50 14,000.00 COMMON AREAS FLOORING: ** Porcelain Tile Installation - Straight design Mud -bed installation *' Subfloor where needed '* Includes labor and setting material. MATERIALS 1,000 MATERIALS: Allowance for bathrooms Tiles 3.00 3,000.GG INSTALLATION - WOOD FLOOR:STAIR TREAD 1 2,579.00 2,579.00 INSTALLATION WOOD STAIRCASES: ** Stair Tread and riser Installation w/ Glued and nailed down over leveled structure. *' 17 Custom stair " Includes installation and materials GLASS WORK t RAILINGS WORK: 3,390.00 3,390.00 *' Includes all railings steel cables with stainless steel posts " All staircase and loft. _**_Includes design. KITCHEN CABINETS.:CABINETS 1 10,562.00 10,562.00 KITCHEN CABINETS: Custom Made - New Kitchen cabinets Profile: Slab Color: White Lacquer Handles:Stainless steel Material Description: * Doors: Wood Maple - Painted * Al -Cabinet Grade Maple Plywood 3/4" Thick (Shelves and Side panels) Slides: Self closing * Accepted as per signed drawings_ COUNTERTOPS:FABRICATION 141 35.00 4,935.00 KITCHEN COUNTERTOP: MATERIAL: Enigennered Stone (Quartz) Color: TBD Fabrication. delivery, Installation Countertop 1 1/2", Backsplash, eased edge BATHROOM CABINETS:CUSTOM CABINET CUSTOM CABINET: 1 double for master bathroom, 2 kids bathroom, 1 guest bathroom, 1 cabana bath Profile: lab Color: White Handles:Stainless steel Material Description: * Doors: Wood Maple - Painted * Al -Cabinet Grade Maple Plywood 3/4" Thick (Shelves and Side panels) Slides: Self closing REMODELING SERVICES:CARPENTRY WORK DOORS: Includes remove and replace existing doors and casings. ** Repair and extend opening including with all materials. ** Building new frame. ** Doors not included. ** Casings included. REMODELING SERVICES:CARPENTRY WORK BASEBOARDS: Remove and replace for wood white baseboards. Profile: TBD REMODELING SERVICES:PLUMBING SERVICES PLUMBING/GAS SERVICES: '* 5 Vanities re -connection in bathrooms ** Toilet and Bidet new location (master) *' Master shower relocation ** Bathroom#2 remodeeing: sink, new shower, toilet "* Guest bathroom: New sink and toilet ** Cabana: New toilet and sink ** Install 2 new Instant water -heaters ** Kitchen remodeling ( relocate fridge line) ** Gas for Kitchen relocation and connection ( Not service) ** Allowance for repairs of badly damage cast Iron Pipe $3.000,00 REMODELING SERVICES:PLUMBING SERVICES Plumbing Fixtures: ( Allowance) *' New toilets, sinks, standing tub, showers, bidet, ** Job provided by Licensed Contractor REMODELING SERVICES:MECHANICAL SERVICES MECHANICAL SERVICES: ** Remove and relocate supplies for bathroom.bedroom remodeling ** Allowance for replacement of ducts where necessary ** Linear grills ** Supplies and vents to be relocated as necessary REMODELING SERVICES:ELECTRIC SERVICES ELECTRIC SERVICES: ** Master bedroom/bathroom reconfiguration ** Kitchen remodeling ** Bathroom remodeling ** Installation up to 60 new high hats 4 900.00 3,600.00 17 300.00 5,100.00 650 2.50 1,625.(iU 5,646.00 9,545.00 4,000.00 4,000.00 2,715.00 2,715.00 7,110.00 7,110.00 !OTY RATE AMOUO',, REMODELING SERVICES:ELECTRIC SERVICES 60 35.00 2,100.00 Electric Materials: (Allowance) ** New high hats: housing and trim * includes LED bulbs ' * All services provided by Licensed Contractor REMODELING SERVICE&PAINTING SERVICES 1 3,578.00 3,578.00 INTERIOR PAINTING AND DRYWALL PATCHING: ** Removal of wall paper where necessary. ** Painting Services: Drywall Patching of damaged areas, sanding of walls, 1 coat of primer and 2 coats of color. Price includes labor and Benjamin Moore Super Spec paint allowance. Areas: rooms, ceiling and millwork. ** No skim coat REMODELING SERVICES:PAINTING SERVICES 1 2,855.00 2,855.00 EXTERIOR PAINT: ** Painting Services on new skim coat to match existing paint. "* Paiting of exterior. ** Includes labor and materials. _ REMODELING SERVICE&CONSTRUCTION WORK 53,G50.00 f:9,650.60 IMPACT WINDOWS: ES WINDOWS ** Replace all window openings ** REMOVE AND REPLACE LABOR REMODELING SERVICE&CONSTRUCTION WORK 1 44,476-00 a4,476.00 CONSTRUCTION WORK: OVERHEAD AND PROFIT TERMS AND CONDITIONS (COMPLETE) Y 1 0.00 0.00 ** Construction materials and setting materials for flooring included. ** NO GARAGE DOOR INCLUDED. NO EXTERIOR WORK INCLUDED ** Any additional work outside of this scope will be charged separately as a change order once accepted in writing by customer. ** Permit fees and processing fees (all trades) are not included in the price (if permits are required)- ** Prices based on physical inspection of the property, any conflicts which may arise between hidden conditions and construction final plans are not covered. ** Does not include any plumbing, electrical, Mechanical, structural work outside what has been indicated in the scope of work. ** Price subject to change according to final and approved drawings by The City of Miami Shores Department (if permit is required). ** No approved plans available at this time. ** No structural details available at this time. ** Not responsible for existing concealed and hidden conditions (for all trades). ** No specs given to us (work to be done with regular material, using standard grade equipment) for all trades. ** Fire and burglar alarm work and materials are not included in the price. ** Final price subject to structural engineering report. ** Audio system is not included in the price. ** Hardware for doors, windows, etc. is not included in the price. ** Allowances are subject to change depending on customer's choices. ' One year warranty on labor, material and fixtures warranties as per manufacturer. ** Overhead & profit are included_in the price _ _ PAYMENT TERMS 0 0.00 0.00 Retainer 5% Deposit 20% Start Demo Progress 40% Payment request Completion 10% ( Substantial) Punch list 5% labor — up to $10,000.00 *If credit card is used as method of payment, then it will be .charged according to payment terms in the contract. The prices, specifications and conditions as stated above are satisfactory and hereby accepted. Home Interior Services is authorized to do the work as specified. Materials sales are final, no refunds on contract upon cancellation or after any money received. Prices are good for 30 days of estimate date. Installation warranty of 1 year. Stone/Wood products are natural products and will show differences in color, grain and texture.HISI will not accept any claims based on variation of those characteristics. All necesary collection costs including demand, arbitration, and formal lawsuits shall be the responsability of the undersigned. Accepted By I P. Wtanca5ik le Interior Services d Building Contractor CBC#1259388 Accepted Date 't/ P-/1-7 4/12-/1T JOB: ROBERT BAILEY ADDRESS: 1205 NE 95T" STREET - MIAMI SHORES OWNER SUPPLIED MATERIALS: ** APPLIANCES: $15,000.00 ** LIGHT FIXTURES: $2,350.00 * * BATHROOM VANITIES: $5,120.00 ** PORCELAIN TILE: $14,000.00 INSPECTION RLEC RD #-- Miami Shores Village 10050 N E 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-897 2 - - -- - - Permit NO. RC -7 -1 7"1 79 0 Permit Type: Residential Construction Work Classification: Alteration issue Date: 9/1a/2017 Expires: 03/1 7/201 O INSPECTION REQUESTS: (305)762-4949 or Log on at https://bidg.mianiishoresvillage.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 s Parcel #:1132060143970 i Owner's Name: ROBERT BAILEY Owner's Phone: Job Address: n � ? Total Square Feet: 4000 Total Job Valuation: $ 225,038.00 Bond Number: 3508 Contractors Phone. HOME INTERIOR SERVICES AND It '305)32e-r590 �ii� si�it.�� 12�(Qe�t. ►i�`�z�10Y1 r f pL"111' j BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. WORK IS ALLOWED: IMONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM.CDntvactot SATURDAY 8:OOAM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS ell i� - I/ NO INSPECTION WILL BE MADE UNLESS THE PERIT 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 EXPQSED FOR INSPECTION PURPOSES NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REM6VAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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 A`r ITORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. RECEIV F-D nn I jut 21 IM? Adu%o M 1�AM�l.DA10E C"d&n E COUNTY PR UC 0 L SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) t Room 208 BOARD AND CODE ADMINISTRATION DIVISION - 90 78 315-2599 NOTICE OF ACCEPTANCE NOA ►vww.minmidade.1ovlec0nam iy ES Windows, LLC 35 3550 NW 49 Street Miami, FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constriction 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 Miaini 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 mariner, 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 "5000" Outswing Aluminum Casement Window —L.1VI. APPROVAL DOCUMENT: Drawing No. W08-08, titled "S-5000" Alum. Outswlrg Casement ❑ddw. (L.M.I.)", sheets I through 10 of 10, dated 01123/08, with revision E dated 0510611 a, prepared by A i-F arooq Corporation, signed and sealed by Javad Ahnlad, P.E., bearing the Miami -Dade Cot;r ty Proe.uct Control Revision stamp with the Notice of Acceptance number and expiration date by he 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 ur lcgo, Ba.:•auquilla, Colombia S.A., modellseries, 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 ilo change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall atitomatically 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 regtiest of the Building Official, This NOA revises NOA# 12-0820.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAM I-DADE COUNTY NOA No.15-0129.05 P-6/1 1i5 Expiration Date: April 03, 2018 Approval Date: May 14, 2015 Paget ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0419. 01) 2. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision E dated 05/06/15, prepared by Al-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, Type "B" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-07 along with marked -up drawings and installation diagram of series 5060 oltswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and J3 16/11 respecdVely, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0419. 01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per I'BC TAS 202.94 3) Water Resistance Test, per FBC, TAS 202-�-4 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 20: -94 6) Forced Entry Test, Type "B" Window, Grade 10, per FBC 24 11 3.2.1, TAS 202-94 and per ASTM F 588-04 along with marked —up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5336, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted antler NOA No. 08-0204. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5tn Edition (2014), dated 10/27/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Mane E�OS ls. Product Cantroer NOA No. Expiration Date. April 03, 2018 Approval Date: May 14, 2015 E-1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. 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. 2. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas© Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'6 Edition (2014), and of no financial interest, dated October 27, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahrnad, P.E. 2. Laboratory compliance letter for Test Reports No. FTL-6294 and FTL-6295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0419.01) 3. Laboratory compliance letter for Test Report No. FTL-5336, by F'enestradon Testing Laboratory, Inc., dated 11/16107, signed and sealed by Carlos S. R.ionda, P.E. (Submitted under NOA No. 08-0204.05) G. OTHERS 1. Notice of Acceptance No. 12-0820.06, issued to ES Windows, D, , for their Series "S-5000" Outswing Aluminum Casement Window - L.M.I., approved on 1:XC/12 and expiring on 04/03/18. lutea, I Manuel re P.E. ProductContro Exa liner NOA No. 1 - 129.05 Expiration Date: April 03, 2018 E-2 Approval Date: May 14, 2015 Tirt ;WINS Opoom rc\ _ I - �,.. ,. CAM LOCKS (z) LOCItMc PDTTfS ALL WE5 -- +IIr�z I MULTI POINT LOCK 4i.lr• ` LO^JOHC POMP$ SEE CHART"• \ I 5/B _ 35 1/4• n NQN. MLPR DLOPO �•�� 111 F -O.L OPG f Y AI J�1 35 7/R- -5 T/A' LwT w,DTH �r .:!!. vwr Haiti �-nr x gnu _ ._ s rxLalc nnul — INCLk�1[J T�'QICA)-UFiATI N 3EjIR, 50UQ ALUMINUM OUTSIYINCiCAS 1 IMr molt DESIGN LOAD RAR.NTS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN V *SKEET 2. APar+D•w. AAlnvra m 9wcee on bRUOIC LD`=WS 9B SIDE BY SIDE C*M`V AIKWS 09 C UZAAW OR CASOWO x1111 SFA1L5 510 Pmo Yro[DOIYS ULNC 1MAM113 IN SEC1 ata. LOWER KWI PRMSURr -ROLL CASCVVff 1n1TD0A, ILXM W04 M OR MWg7Of1 T^,}IL;I WILL APPLY TO fA'OAE SY&IW. 1165 PROOIf'T WLq BEEII OMNM AIRI TESTED TO COYALY WITH THE �EO7YiENCN, OT Tllr ELCAQA I jf.0 C CODE INCLUDTlC RICH VROLIIY Rwrac.•¢ zw.r LwH4, LM BUCKS BY OTIrR.S, MUST BE ANCHORED PROPERLY TO TRANSFER WOC8 TO THE STRL'CTOiS �fC13W[g.•IFTO iLCSE IUFLa'AL iHA1,L pEpruBif4 i0 N'FLL� A NKxCiy OR{55WG Olt STUCCO. AIICFe VC CR LS API DONDn[" IeOT WAfnf. OI NNE VM" ARE TAT PA7T Cr Tlt$ APPROVAL A LM OURATMN KCRPASC IS ViEb Ci DCSG:f W AA�HDR: ;!Ira w4D0 ONLY. vAT'rRaL$ pICLWaJ6 OVF NOT Wp,'D TO 5TTII/iIETAL Su %S, gw CWL H:fO COMACY iATi[ DTHER DCSSLgAR AIAi ml MCLl w RTAVI-9Nr1115 OF l4 fLOFIOA B'S4. COOL. 3J" TVl'sE x1G0Cc 3 Kei 3tilm F LLL�Gf k RWli tI WX m1mcr 51gnrR5 AqE npf RCOWRED. 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'I'-aONRY DIRECTLY INTO CONC_ OR MASnNRY 1-1/4" MIN. EMBED INTO CONC. OR MASPNRY 114 iUS SIRSEIr e. l..ver (LAADE 2 Cn) INTO MIAM.I-DADS COUNTY APP4("Y) ` V IONS (MIN. THK. _ ,O INTO METAL STRUCTURES STEEL : 12 C• MN. (Ty w :J KSI QIN.) At_UMINUM : 1/6" THK. 40. (OS3-T5 MIN.) CSTEEI, IN COMTKI XISH ALU,IMAM TO BE PLATED 01. PAINTED) T1'PR`JL >�i mcTa rr_ INTO CONCRETE A40 L1A.sonki 1-112' MIN. INTO WOOD SERUC,TURE z II/16' L:di. INTO LIEIAL 5i:iVL"RIRE , 11/IV, p L WOOD AT HEAD. SILL OR JAMBS SC � 0,55 MDI. CONCRETE AT NEADL SLL OR JW91; Yr . )COD PSI µW, C-90 RO:LCXjFftj O BLOCK AT JAMBS I'm = 2DDO PSI MIN. r CAry, F. NrSa_ i I�kmYrt11gW i 'i OC i @ p` fdq S•IALwG 1 � � . �� = ._-_ _. r�—+ li i� / it 'U[ � / G4 4 Q uETu 9 u D MO. 'RRI aM ci OPG J ``I - - TA . �. 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Ex1.(+) WIDTH im LENGTHi0 wr.(-I I 1r 1) N1DM (v0 No1N W 26-1/2' 90,0 _ 9ao ]If SOD 90.0 31' oOA 00.0 ]6' _ 90.0 9o.U_ 42' _ SOD 90.0 42' Sao 90.0 45' 58, N.O SOD 1V 54- Sao 46' 9om _ Sao 54' 9ao __9_OA_ 50.0 53-1/6' _ 90.0 _ 909 60' -- SO,0 _ 62' 90.0 90.0 62' Dap _N.O NO ]1' NO 00.0 �6- 9a4 90A 41 No _ Pao 2' 900 104 45 W 90A 9ao 49' N' 9ao 9D0 Afi' 900 90A 54' Sao i0a 62' 930 Solo 62o 9o0 40D 26-1/2' ma 0aa 36' Colo 06 1._ _ SOA WID 36• 90.0 90.0_ 42' 14-1/4' a" 42- �• _ Sao _ 90.0 4r _m4 H0.9 _ 46' 900 9D.0 46' F64� 69.1 54' _ 90D _ -a l43-1/6' TIA 69-2 59 _ _ CIA 9ao 26-1/27 90.0 9p0 30" 90A 90.0 3r 64.2 90A 36' WA no 42' 76' ]6.4 "Q 42' 12' 90.0 Sao 45' 72.6 f6C 46' C26 46' 697 'rA 510 764 Iaa sl' "A •:US 30' I. ft.,6' 66.177 _ O30 - 27 1- 164 -a - NOTES, s4' ct:+ s6a 1, USE CIURT ON TNi SHEET FOR SIDE BY SIM CONVECTION CAPACIEY OF WINDOW' WLUON. 2. FOR CASELEPT WINNOW' CAPACITY SEE 9REEf 2 OF Ia 3. FOR FIXED WINDOW CAPALTIY SEE SEPARATE NO& 4. LOWER VALUES FROM STEPS MIRE SYSTEM. 1, 2 OR 3 RILL APPLY TO �x SERIFS SNIT C1.1PPE➢ Ml)L1dQNS jj L q a C) a i LLx� g A A I i$HE Wt ] �r'•.M i a I all 'So E Ity SIDE vFNLDws stDe aY sne vlNlmr.9 yy ¢ SIDE BY SIDE APPIuV; TO TWO OR MORE WINDOIT) 1R' WIDTH (W) = ,W' + W2 v n In rFCAE =WORS 4 PER CUP SEE SHEET 4 FOR DESCRIPWI SERIES 500D G9EUOrt WINDOW \"/ SORES 51W nrryr0 •+.'1'jR 3 ip � -. • I i i�� , SP•GF.S:•Isrux'is rcu WIIJ'4N d1fK INTO CONCRETE AND MASONRY = 2' MIN, INTO WOOD STRUCTURE = 11/16- MIN. INTO METAL STRUCTURE = 11/16' MIN. AI:L'1YE0 ^ �-� frt '}f i-�'ll �Cl _ V�. NNW n,N11w FImMn WF hU1 EXTERIOR LITERN)R ` W_ `I�`�� _NOON MWIM - �_ wT.1Cn�r1 w.pPaW1pDN - i'�14Y IT. (f R +hm�Rnln1E C&$EAiE_.V TO CASEMKEC M ILI. ()j� C,15!'l1eNT 7YE Elj(I; I[ j,1.I0N (//J`11111 i mzT9 no W08-08 of— MIAMP MIDADE COUNTY ME 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) Nvww.miamidade.sovleeonom� ES Windows, LLC 3550 NW 49' Street Miami, FL 33142 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) resersre 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 A' NJ may immediately revoke, modify, or suspend the use of such product or material within their j,irisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade Cja:i:y Prod,r^t Control Section that this product or material fails to meet the requirements of the applicable buiidhig 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 "EL-150" Aluminum Fixed Window - L.M.T. APPROVAL DOCUMENT: Drawing No. W16-70, titled "ES-EL150 Fixed Alumipum Wdw. (L.M.1)", sheets 1 through 9 of 9, dated 11/13/16, with revision A dated 05/12/17, prepared by Al-Farooq Co�Tot ation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approvai stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, BARRANQUILLA, COLOMBIA S.A., 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 fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. NOA No.16-0617.05 IR MIAMI-DADE COUNTY Expiration Date: May 18, 2022 e ' Approval Date: May 18, 2017 Page 1 ES Windows. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-70, titled "ES-EL150 Fixed Aluminum Wdw. (L.M.1)", sheets 1 through 9 of 9, dated 11/13/16, with revision A dated 05/12/17, prepared by Al— 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 along with marked -up drawings and installation diagram of altuninum fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-16-006, dated 11/14/2016, with addendum/clarification dated 05/12/2017, bo+ s-gr_ed and sealed by Constantin Bortes, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a1,1r_1;r1-1m fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-012, dated 05/10/2017, signed and sealed by Constantin Bortes, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 11/16/2016 and revised on 12/21/2016, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayer" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. T Jorge M. Plasencia, P. E. oduct Control Unit Supervisor NOA No. 16-0617.05 Expiration Date: May 18, 2022 Approval Date: May 18, 2017 E-2 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continued) 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 11/11/18. 4. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC V Edition (2014), zr-0. of no financial interest, dated 11/16/2016, prepared by Al-Farooq Corporation, sign zd and sealed by Javad Ahmad, P.E. G. OTHERS 1. Distributor Agreement, dated 02/21/17, signed by Carlos Garcia (Cl Ei ergia Solar SA) and by Evelyn Daes (ES Windows). 2. Statement letter of no financial interest, dated 11/22/2016, prPparPd by Blackwater Testing, Inc., signed by Dennis Duffy. 3. Test proposal # 16-1476, approved by RER, dated 12/16/2016. f E-3 Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 16-0617.05 Expiration Date: May 18, 2022 Approval Date: May 18, 2017 .�. 4,u , 1 H ijTF' 44 vs, 44 Th' ,Y a_ py ppp, OIL I CL Z UIL a fLU S&L isfejaµ saa Ij :+ Sad I`� 3 sEp OFl115 �T rams %u g 8 y L�2961141 i _��r-- ar rrsriRa_e J11{/II I 3 r II I j T 1w Ll FALSE 1111I1/1pIS ('a1RFIMYY D: J 7YPICJLA_ ELEiAF 11CN 7YPR11L CLml R2 kip, J F FLANGE FRAMES )LAKE FLAILS YrH FUrA /L PMR lLAM, FT.AYCf W DI m Aa1191 ES-EL150 DAYLRE OPENINGS: C FIXED AL_1), I�v]LtLKNIMV DLO. HEIGHT = WINDOW HEIGHT - 3.125" DESIGN LOAD RATINGS FOR THESE WINDOWS TU BE AS PER 1HIS "DCUCF )LAS EIEEN DESIGNED AND t--= TO OLSVPLY WITH THE D.L.C. WIDTH = WINDOW WIDTH - 3-125' CHARTS SHOWN ON SHEET 3 REDUIWAUM Of DIE 2014 (5TH EDITION) FLORIDA MWNO CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ)- 'f APPROVAL AFFUES TO SLNOLE kiNIM OR 910E BY 9K 1BY OR 29Y WOOD OLICHS @ BUCK FASTC AES BF O1F[R'U, VJSL BE COMBINATIONS OF FIX/Fix. OR FIXED WITH OTHER DESWNED AN] LNSTALLFD ADCOUATELY TO JA4M9CR AffkpEO PRDIXi-F LOADS _ WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING TO THE BUILDING STRUCTURE. TTI[5E W"JIDCWy A& FATED fOR LANE k e,u. MIME MIAMI-DADE COUNTY APPROVED MULUONS IN BETWEEN. ANCHORS 71N6t OE 517N RT,6TANT. SPACCO AS • 11 ON DETAtls. �IL1rIFA5 Ali HOT R6gJM, LOWER DESIGN PRESSURE FROM ENDOWS OR MULLION APPROVAL INSTALLED PER WA4W'. Sr.1KUCLRWE. 0SCISED EUBECM!lff TO BASE � WILL APPLY TO ENTIRE SYSTEM. MATERIAL SHALL BE OEYONC MMLt ORESUNC Olt 91UC00. A LOAD DURATION INCREASE S USED IN DESIGN OF ANCHORS IMO WOOD ONLY. d� L ALL SHIMS TO BE HIGH IMPACT. NON-MErALUC AND NON -COMPRESSIBLE- PRDOUCT APPROVED FIAVILILS M= BUT ON LPAW TO STC{LAWfa sCAFY15. THAT 1N wlMa rbn ryaAL S CAFE INTO GOYTiA'j WITH OTHER 1cwIAR LUTFJmu$ 'SLAIL MELr TPE e>uwwPGrgi ,•i -,If WE7YAIEALPGS Or THE 2014 h0@W BIA-*4 COX k ASOPTED aTAKMARDS NOA•44e. na: PROTrxr APPnpu1 � tE-'I�ue AN9 OOiS nor lARA>DE 41FLREAVNfH •ppwafane 1 FOA A ATE ST_[ I mcvEer, ]w. WE SWETY GF 11AS pR00[14T, AOf00ACY 9F Slllll,^TL1L[ RELEre+Y' 7Ni5 PNDOIICT ATIO SCAl11C ARDVsD OPENING !9R Or W e'71 6 no. f WATER LNFU1TOAno1+ ACSWAKb ETG MIf�AF� W1 s—%O I CONORRYTS NOT 51W1TN MI T110 DRAWING ARE TO BE ANALYZED SEPARATELY, AD TO BE REVIEWED TU BUILDING OFFICIAL�[li�(iwl. heel 1 0l 9� HEAT STNEN'D. GLASS 11/S' 090' IrM1eMVer iraaNd PVB R'Kumray America. BR'K, America, Ina.' allca Cnly C4ea pc. n Cl— 1eeL G' C'S' A air Sella c W- PEI Co. TPa+w Chemlrnl Co.' i{ 1/4' HEAT SINEN'D CUSS SILICONE DOW CORMND 705 'Ln{ DOW CORNING 9B3 DOW CORNING NATANT G E IE ' 41p AT 1/4 POINTS ON LEES 'N WIDER THAN 36' ONLY UTA_cL.tYLFL' '4 7/16- OVERALL UMI CLASS —!/16' NEAr 57RLN'D. 090' blenayer —4.1 PVB By R 'Kurarny Amefeo. .ORO• IyerlpTer B✓MOMj Amerka, Ine: S.M ple4eTer SaEa♦e qyr AW Cabr Glee D� 1-r— Cwkm Co.' O7s• bbriayer WN. CP Wlh PET OD•r J- HEAT iTiEN'D GLA•T L3 j�j I, r LLT I MNNG T95 6i w / TOW CORNING INSTANT CL1ZE I6 C7 AT 1/' ^CI" ON DES WIDER THAN 36' UNLY RLL'Lq 7YPE 'B 7/16- OVERALL WL GLASS TEN' GLASS 5/37- TEMP. CLASS -511G' AIR SPACE 5/16• AIR SPACE 1 1/11' HEAT SIRENb- CLASS _ S,ISY HEM TMTWD• 0A% C90' mt dryer T a. rol frA Dy 'KurareY America. hw.' Troe4cl PVB By 'Wu Ameri— Inc' OR bbHeyerOR 0B0' Inlerlry r ,DIY SInVyCAa Hy 'Itrrtpr� knerka. Mc: �n'K�umroy America. Nw.' OR .09M Inlarlayer e CbterAle CoNr Ghee dmw V�m C,' SC4. Ckar And Cob, Cbea OR 'Cadman Chemkal Ca.' OR•r 075' Inlerlayer 075' Inlerbyer San" CP VIM PET CVTe SIlu CP Wllh PET Care By 'EO, — Cher d Gc' By 'Eaelmon Chemkol Co.' r7/77• WAT SRKN'0- CLASS -IAA' HS. CLASS I71 OOw" 7961 bft 795 . r IWfY. r OOIN GNNIINQ 903 GLAZE If .. 105 Ow" DON CORMFIG NATANT GLAZE In 9 AT 1/4 PoBi15 AL 1/e POINTSGG A11 SIZES !ll SQES jiSd 1 �i- GtAtEN Tylkg 'Di' OVERALL NAIL TALL GLASS 7/e' OJEPALL MILL LAM. CLASS GI.AZi.iS: f]CTi[yi{,q PFIOAIlCT A�YR.74EJ u me etwfaa N'�,a-He. i�-0677.11t Ilpp—A ON. ORTM 101" $/T�>r�. •raTr�•i'iitil«'ilhY3rlf 'HEUMA' LOW PROFILE ALMWNUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS, EEMNtirCM-5FAIANT- SWCONE DOW CORNING 791 GE 2000 I 0rtirr.aq no, W16-70 DESIGN ]e• 4Nav 42' 49' W.B 4e' ap.Q s4• epe pp• wn J6• 6N7 4254' all 0 a0.. 54' rl.l 6t• }".1 3a• w.a J6• apn 42- q• pC 4a' as 54• }L[ 4G 3p 4110 ]6' BOO 42' 46• q0 ap• 00 ]6• no ]6 WD 42• rY mA 48' 66v 54' w• we �• mA 36- ap0 42' aG 48' L➢ �• 31.1 ]o' a010 42' W " 49 !6A S4' 21.1 42• apu 4r pB p% m:o ]6' or p0 42' im - vsr 'or CL+7+ TYtI M[-1 olT.i.1 iWA-1 ee.o Env apn q.c Eno a6p Me qo 1` MA S" 41" M-0 ' aciv e6e q.o q.a [ua eB.a wA aB.B pp uca ton apA Sna fA6 pa 160 no 71: Sal { SAJ }1.1 sz] I 62a aBv N7 10" r66 prie i6a eao wp eoa Ica s000 6P-p ea} .. µ0 •3O +'4Q oga aao we {e0 (np 00 fpA 6a6 +aQ' D6p wN ' 71.1 (W 5JJ a4p .Bp Io.v ape qB _ no ae.a my ana ePn taa IB6 wpe a6p e0_D }1:_ _ ►�i ail µp 4fla A60 pBN W-0 Wa line WO "o oo.p pas I Ben Bmag " npAcm - UP CLLM TYPES MEN >r IqA wo +ao J6' IOR' F1� p0 -. f0A a• Pnv aee iori }p- aoa aaB (an 3a' 106' w mo aRa OW 3e i14- no e6.? tA6 aa• aPA eu ma aw 120' e0a 1p.a '6Ca " eQo M.B j,"wx LBAB r'wxctfT - pw GL.M T}RJ CWe TYPE ITIMDpIf ylpS T.'iV. W 'A• 1�1a1 11[IWf 1x[.5•1 vl[.T-] PTA(.] IM. -1 26-1/2- enL_ �Ue lAoa a0,0 OQo IA9 no 37' 2fi' 60A Y l60 _ WL MJ 48' 65 'J6' me aon M-0 02 5P-s//' 6R9 ap8 ieA 4q6 25-I/2- 90.0 anA caa m0 fnr<. rY.e JR• >e-3/6- m0 _a0.e BON No 4B• GM �5G^ a0n a o ma 2F8� BOB mo, 00 mA 60-5/9' =a !nD m o T}A F26-�/2' _'ano]] 5a' d0d So tan n:i 48• aao apa qv (60 SS-11r nA ?2.] 54] 64.4 IO-I/e• S9.D eaA top t0.P 26-1/2- eap to 6BD So to - q0 M.e 37' 63 _ 6e.B a60 4g• aQQ MO _ [oo tn•try' p.o eac oea w0 xa0 37' 76- V" MAo nJ 4e' _ ee6 E00 tab E6A }x.� 12J 04.2 M2 y3a ., woof.4 •DOW11y�0�•�a�-f-1 PRODUGr APPROVED r I I' _r W IY I 71...IrH+. CaN 7Q-�'ii.� �z nl sM. o�+sr�r F fii F� I s er 1_L J L L �r•-� Se u 0 -}rw.w rwnl wMoW..._.-. -� I ! I w r^an y WINDOW WIDIN M1rm MMI ani rn N 1�•� — J � z 9i5 J �uxwli IWf6[ Pair nma+A7r ,BuAis •S 9[OfQI ✓� ok 6J1aRr PJJ4 a= � i. .� 9+a'atl pryl1 PA1p t]aDB +1eMC ,iLL4+�+fPo Eila/D� W�1116% F1N�C,`+�� w 1677E 1R�IIiNRJ3L *R k"1,JW % ' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). p SI Y $pti d4priny 1♦H .E[ LILY. 9 --------------------- I�•-AL li N4MI_OME CWNIY APPROYfD; -- srgxhm ; 5R S�A�RAC QSa AHawPS I ! EOGF 06T. �Yp AL W"m aw. O �1 r Prx A cSCE Ex[v C t sLL Lv. rree sPAOL.xi f FflB SrGM: � pp r :WOOD BUCKS AND MET: L 7%17')P° NOT BY E.S. WINDOWS i ! MUST SUSTAIN LOADS IMPOSED^BY GLAZING SYSTFlA £ - AND TRANSFER THEM TO -H' U".DING STRUCP _YPICAL_AN�UM: SET. REV. FOR SPACING � ^I f/4a DLL T►- 6N 6Y'fBIL c°moles . . FrIOG K..Q 3 ,$`F' _LJ.GO' Eru=177 Ki FY-155 00 3 INTO 2BY WOOD PUCXS OR WOOD STRUCTURES 1-'/2. LOIN. PEITSPA I' JrTr "DID 6 W%%iPSIU./JAMFS) THRU 1BY BUCKS INTO CONIC. OR I.ASONRY + MIN. EMBED IN.0 COMr Ef[ (HiAO/511/JAMBS) 1 -1/4• MIN. EMBED INTO RLiSOEJRr (JA>y3S} N in p DIRECTLY INTO CONCRE-: OR 1'ASO`RY C a n u 1 2• MIN. EMBED INTO C-NCRET- (NEJD/SIU A%19S) fl y e 4• MIN, EMBED INTO MASONRY (JAYBS) BP z y OIL(OWE 5 CIS) N N g R IN'10 MWAI-UAUE COUNTY APPROJED MUWONS Li Li y OR 5� ; 1 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) ALUICN=K 1/t!- THR, M.U, [Cfl6?-T7 Al4r.) i STEEL: I/s• T"K, W. (FYL. 36 M ts= CE E MO OR PAIKIEG) C Y rTnocu L�lf C15lABI:E �{II INTO CONCRETE AND MASONRY 2• MIN. INTO WOOD STRUCTURE 1" PAIN. O INTO METAL STRUCTURE 3/4• MIN. Y WOOD AT WAD, :SL OR MOM $O + OW IIQG CONCRETE AT 1v. SBL OR JAMBS Ib . 300D PSI MIN C-50 NOIEOW/nU D BLOCK AT MUSS V. = 20M PSI E PRYIOUCT APPROVED e m M !A! fldlu !••� � � � . •. HDR-Ne. 1&0817.C3 ~ ! : {T i S} • � � 6 ' 9 i,Pot Ayyre.al 0-t- 05fl"817 p ro.:ly no. ar� tolRo: W16-70 TYPIGL ANCIONS LOGE T SEE ELM 1Naa FOR SPACING IrHMI1]019 Z „acn prc,Oes I ro' n'YA O �o� `C r, ace acr srwwc n 41 a $$ LaIt1 HXTF.RiOR ,R ldr W0001�0�g of rn� Mono z 3 s�f 3 J i, kNl,-y9C c¢iMl Qw[ su ur.wvc rn.l — � �A PRODUCT APPROVED m. none. Hop-HDA- No. 18-0817.03 ap, v 4 Cnv 05AM2017 _ j ei +�] ' dvrMg� a�� W16-70 '�eU AL u�eel w 9 ai � a W f]P.[A:.VKNOR9 g� i F9R �•'� AIT. J i[G[ ml- u[ ELN.— FOR SP=C W :- sue:, TYPML�K. FOR 6C nrj.-\ IL jgU,&LLA7Lo AETAIMS Mja_LLgIJ_ VIVA@ AIMPTEM ur mtrrm l i i FON wAY DuAms R 0 w a © c ' g ALT. PiZ�C PRODUCT APPROVED = tlY Nno nVIR lb. sia,16e jI 0. WAS --am u wl� O511 RlZO17 9 I. rianr -am F aanpr �3r-19 0 Rpm.? W'r 6- 6-%0 nrrx AIY,IdFf [�. 91USMTK TOR T. Oft IN NoDY � NDT E5.. r". r(N. 1 0 10 r o%UJNG SCREWS — .1i2F�� JW pdL" SCREWS FF41{ E= 12 air u 1YPKAL ANCHORS SEE ELEV. FOR SPACING TYPICAL SEE ELEV. FDR SPACING (GRACE 2 CRS) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD 1/I' MAX. 10 1/2' MIN. 14 ALI. j10 TE%5/SELF ONILDNG SCREWS AT 6 MM ENDS AND 12 O.0 YAK 1 TVPICIL Nl11o1R EXTERIOR TIT ti , FOR SPACMIG aw7]W Ata1• _ f- PRODUCT APP RID� .1bkNw � w. I1D-&- O7RB7IiT4A,75 s nl, x 4a -gAQpPTFS t.IAOw. 5 R MIND" DUALS AY z v Hill 31 1 i l do 1G9 no. �muo, W16-70 tat• — I � , { •- Cf1 1-fAr� E1 FRAME FRAME SCREW COVER 1 lS7- �j [[ sr5 Spp i LYS FLUSH FRAME ADAPTER am wxs �� as FLUSH FRAME ADAPTER WIN FIN ITSM / [I PART f is-Et1e1 Re4D. 1 DPSCRRTIOR rx.ME MATMUAL a -IA RAtfl./90PPUS1/ILWfA n ES--ELISP AS REUD• 'rH4 Ic" cow 6083-r6 - CS 6-EL109 u FD0. •sATW faAo F]�Ir WA GAYS] _ MAIM mph OM1L w 1v61-1E— EA ES-Miii AS RCD. As REW. AS REDO. L6 y E6 (S 1$2 Ti+F+fi3 M tpq PIVYC mMDN riAlAi ARRf` ANY IfR M9� IN �'r�_ P063, [/ ES-ELl10 As RDO. GLAZW RUD b/Ir WL GASS) - P1fAME AMMMY FASME M i9� rf Sf. STDTL � - . PH 915 OIIROMEfER BOle 9gRE A MI 9 % I' ES-SODRA _- AS REOD. 91 vo D0V 9g� -. .^....-___ YLrrffO rom p M) SIIWNE SICORE sueaa NJ w Y. fD- m R,99-1 9D R/ IffE &AVV U 4M IMM A ioFS snDAc A v UTE mUA3 occ?c I.' ,f• F00FiS G :Ar. MASS) M3 is % I' TLUY Uyw VAA C AWP O A'tMALY FASTULMS W. STEEL WSMSine FH 5R5 P RODUCi APIPAO1F)Eff rf5 prwplYl� wldltM f1..W. yy .em Mulid,� Cuutltl � M7i1643W.03A 1 a.r. Gal1/190T7 .050 .fFf 1 -- Appi9.a D j ,ao © DLA2PIC &5AD6 m ELSfS�i_f.ES},sE nnaPfER CC�HER T FAWR I941 ]�L1JililSK+sltlRi PRDDIlC: APPR6YlD wnal� ��rla n. rl�a� lm,Flw. 7D-os�r.os V.'., ,; oCrN9 — W16-70 C ) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION tvfiami, Floridu 33175-2474 NOTICE OF ACCEPTANCE(NOA) T (786) 315-2590 F (786) 315-2599 SY1VlY.miArliiaAEle. UY/CCOlipill E,S. Windows, LLC -- 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of Construction materials. The documentation submitted has been reviewed and accepted by Miallli-Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by 1:11e 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. AER reserves the right to revoke this acceptance, if it is determined by Minini-Dade County Product Control Sectiocl that this product or material fails to Ineet 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 9000 Aluminum Outswing French Door w/ wo Transom-L,MJ, APPROVAL DOCUMENT: Drawing No. W08-66 Rev J, titled "Series- 9000 Alum Outs ai,ig French Door (L.M.I.)", sheets l through I 1 of 11, including shoot 3.1, dated 03/08/16 and last revised on 6/08/16, prepared by AI- Farooq Corporation, signed and sealed by Javad Alunad, 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 I': oeuct Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: I. See Design Pressure charts for Single or Double (hoar ►v/wo transoiit, glass type, lock type, Ilinges type xnd head, sill and jambs anchors. Lower Design Pressure sl)nll apply to the entire assembly. 2. The Single Door with Transom is limited to Maximum Design Pressure DP =+ 90 PSF. 3. Only Single; Door tiv/ High Threshold option item E-2B (part # ES-9026) is rated ,for external Positive +120 PSF Water Resistant Rating, all other condition and thresholds are not rated for water Resistant Ratings. 4. Single Door wAvo transom utilizing Saddle Threshold option item E-2A (part #ES-9015) is liniited to Maximum Design Pressure DP =+190 PSF. LABELING: Each unit shall bear- a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miacni-Dade County Product Control Approved", noted herein. RENEWAL of this. NOA shall be considered after a renewal app] ication 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 (lie cviration date or if there has been a revision or change in the Itlaterials, use, and/or rnantrfacture of the product or process. Misuse of this NOA as all endorsement of any product, for sales, advertising or any outer purposes shall autoinatical ly terminate this NOA. Failure to comply with ally section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number precede(] by the words Miami -Dade County, Florida, and followed by the expiration date may be displayer] in advertising literature. If any portion of the NOA is disp)ayed, 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. CM1AM1MAQEC0=UNTY' NOA No. 15-0602.09 Expiration Date: December 24, 2018 Approval Date: March 24, 2016 Page 1 M!� D�ADE MIAAII-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street Room 209 BOARD AND CODE AbrVIINISTRATION DIVISION Miami, Florida 33175-2,174 NOTICE OF ACCEPTANpq NOA T (786) 315-2590 F (786) 315-2599 x7vtiv.minmidadc, o►+lcen�tonty This NOA revises NOA # 13-13617.29 and consists of page 1, this page 2, and evidence pages E-1 & E-2, as well as approval document mentioned above. Tile subinitted documentation vas t�eviewed by .forge Piasencia, P.E. CMIAM-DADME,00UNTY p \� NOA No. 15-0602.09 Expiration Date: December 24, 2018 f Approval Date: March 24, 2016 Page 2 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. (Submittedl under previous NOA's #12-0306.07 & 10-0301.03) 2. Drawing No. WOS-66 Rev .J, titled "Series- 9000 Alum Outswing French Door sheets 1 through 11 of 11, including sheet 3. 1, dated 03/08/16 and last revised on 03/08/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 16. 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) Large Missile Impact Test per FBC, TAS 201-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked —up drawings and instpllation diagram of an Alum. Outswing Entrance Door, prepared by Fenestration Testing Laboratory, hic., Test Report Nio. F"TL-5554, dated 05/10/08, signed and sealed by Carlos S. Rionda, P.E. (Submittedl "n"Ier previous NOA's #12-0306.07 & 10-0301.03) 2. Test reports on: 1) Uniform Static Air Pressure Test 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along marked -up drawings of an Alum. Outswing Entrance Door, prepared by FTL, Inc., Test Report No. FTL-5556, dtd 04/27/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted unrler previours NOA's #1.2-6306.07 & 10-0301.03) 3. Additional test reports along with marked -up drawings of a single (k) aiuminulr-I outswing door per TAS 201, 202 (Full) and 203-94, issued by Fenestration Testing lab, Inc., Test Report No. FTL-5992, dated 09/09/09, reissued on 2/2111 signed & sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA's #1.2-0306.07 & 10-0301.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by Al Farooq Corporation, dated 05129/15, 01/14/16 and last`revised on 03/14/16, signed and sealed by Javad Alunad, P.E. 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). 4 Jorge Plasencia, P.E. Product Control Unit Supervisor NOA No. 15-0602.09 Expiration Date: December 24, 2018 Approval Date: March 24, 2016 E -1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry GlasO (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their `ButaciteS PVB Glass Interlayer" dated 04/25/15, expiring 12/11/16. F. STATEMENTS 1. Statement letter dated 03/16/16, compliance to FBC2014 (51h edition) and No financial interest, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Lab Compliance statement, part of above referenced test report. G. OTHER 1. Notice of Acceptance No. 13-0617.29, issued to E.S. Windows, LLC for their "Serif.- 9000 Aluminum Outswing French Door w/ wo Transom-L.M.I.", approved or, 09/05/13 avid expiring on 12/24/18. 2. Distribution agreement ES Windows-Energia Solar, S.A. and ES Windows, LLC, dated 10/20/10, signed by Ms. Carla G. Torrente and Andres Chamorro respeclivzly. (Submitted under previous NOA # 10-0301.03) 3. Test proposals # 07-4070 & 09-0165, approved by BCCO. (Submitted under previous NOA# 08-0813.04) Jorge Plasencia, P.E. rrod�uct Control Unit Supervisor NOA No. 15-0602.09 Expiration Date: December 24, 2018 Approval Date: March 24, 2016 E -2 D.L.O. HEIGHT (000R) = 00JA E HEIGHT - 11250' (STD. THRESHOLD) D.L.O. WlOnl (00" - FW�r WIDTH .. 14.CVW5' D.L.D. HEIGHT [fiIA!C;0M) . rRAMC imn U.L.O. WIDTH (1RAHSDy) = FRAME WIDTH - i LEAF HEIGHT = FRAME HEIGHT - 2.BJS' (SID. THRESHOLD) LEAF WIDTH - FRAME WIDTH - S.106" 111ESE OODRS ARE RATED FOR URGE h SUALL Ml--E IMP — EMS AR UITE NOT OY f:.AgED. �s(t[�s )Innn ALUMINUM 011T8WING F?ffiANPJ, RQQ[( SEE 00015 ON THIS SHEET FOR DESKN LOAD CAPACRY Or SINGLY 07= WITH OR WITHOUT TRNLSOMS. SCC tWT5 01F SHEET 2 rW LEMM LOAD CAPAciN DF DW= 9CART Mill OR NIT1WJT IRAIP O. % 'IOMf110.11 SIR [L/.DD,J.'N�OTIT 'AF;r'A1GIF�AFTMLDIFL OMUlU01: At11•SIIM- eA0 LOAD ANn w xlrr rD DE rxre.rn 6r a1Loe:e orrTew_ OOUOL[ bJ003 ""' s]N10FJfp, :l.CLLE Am H71S11P7+FSMLO AIA SYNAC 000f6 pIN zTAYa1gA Ntl SlOCAC PUTT J1oLO ARC MOi FSOIRlgICIS1leuJl6xIMI Ta2.'A (fKII 5DRP1rNIC.'CNEI LS I[ovmm ARIAIWRm.401MAE— AM0 P7iD SEE SHEET 4 FOR DETAILS. lot PRODUCT 'KS BEEN AEitYiO A1:D 1=0 10 COMPLY WITH THE REDO"LUFNis or n¢ RO14 ;ylM Cwi% fLOROA 0._M'G CODE 1NCLU0R+G H101 121OC11T f1UFRKME POP 19Y OR 2RY 4,000 GMS Or ODCM MUST BE ANCHORED FROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANDIY145 SHALL DE AS LKTEO, SPACED AS SY.ORN ON OLFAL5, ATg1MM 13MULIENT TO 045E MATERML SHALL BE BEYOND WALL 01f5SHO OR $UCGD. A+CIWlNC OR LLMIND COWTIONS NOT SHOWN IN THESE DETAILS ARE NUT PAST OF 7K5 A Ro%y- A LOAD DURATION INCREASE IS USED III OESICH OF ANCIIORS INTO WOOD DNLV_ ALL SHIMS TO BE HIGH IUPACT, NON-MErALUG M;B NON-COLD`RESMDLE. fAItMu: YiCTUDWr BUT MOf LMICD f0 '.'[CCL�lLYA: '�CNLlYS, T!'AT D01Ti LY+O fOMALT M1n1 D:IYLR 4• W1[RL•,L�, "aso CUDuS Or THE 201E RO(ppA [HRIDDIC COX. ,•,fpµL 4EET THE TABLE yt 000" I 4 CAI•A1;nT 1'SF 6WGL6 DODHS WITHOUT TRANSOM IMP OR WITH 'TRANSOM film DOOR DIMS. OGS9 I lom _I .4. fP -MnFS > NAVN III. OPTONN JT TYPE 'A' 'TYPG'6•J'L^ 0".0 rl jorsm 000 Ift1VE rPwl[ xxrtd qp, 1f C1R. (, P+1. (- EXT. (1i NNE - I, [.] Ir. [-] mo lL.O 6.T. [- 4r en -TEA- a' IIO-lrA' e0u Doo T2Do _ 120.0 vu fpO s7ae lffi0 Eaa OnE lxaa 171i.O SINGLE DOORS 11111111 UMI.0 TCESMMIA IAN1TfD TO 410.1, -14i M SEE SHEET B FOR SIASI nm 0.•TG3* i ME Of-!F v fd[ LOCO A=fp I.NCF] CLlO—DOIT TABLE B2 AAMD ANCHORS LOAD CAPMZV - PSP S11l6Id DOORS VITROMT I1EA1MrU (Y) OR 111TH TRANSOM 01,41 I e' 1u6u O'• _ I/A' SHIN WAUC I C VLIU SPAT SPACIHO AT PC O.C. AY'ACLRO AT IY' D.C. AT l0- a �" CA 10' D.G T 0' TLC. MRRO ATap>t .. ILO R CKND DA�P�iUiC1RIP�AKC1�11TC110 OGOR 4P7. 'A' Y" b• 'A, V •D' '♦" •� •G' •A• 'C 'A• •C• ruMT Ak- .(4) T1n.[.y Tld.] 4X!-S•7 LTn) 1114,)AXId.I LAT-f,l A1.(1-y yYA1H NOON dLC-1 un. - wI.[-1 xltt-1 a2 oeJ- cM -1 ^n.( eN.[-1 n�[-3 NLL-1 mr.[-1 ,tn�. »,j, 1•tt -1 IO' LID•( • 1" l]00 111 4 1]0,9 1700 1A00 PO: 117A fADO Ix00 T¢T ]A.l IfAO IADp 9i7 11l,0 T6A 1M9 1T00 SxOA 2xa 11/0A 1xA0 1TS11 Y1] ]IS 91T 110¢ GEE ^ FET a f" Amc w sSgI.CS9Z"'I�Sn.S.3.N�me_ilwreus HS.AY.rS AS f9 L- FOR GV55 M[. TACK AND HINGE OPTIONS OBMN LOAD WACM "IBM TOLE I_ 2- SF1CC! nna—D TTI•E R, DE USED FDR WATER RATING ]- FOR AMNF "MR. . M;W. Au(r]LE OBTNN ICE CA.L1G MOM W r A. E- 1R.WSOMS FOR SWCLE DOORS ARE LIMITED TO LIDO PST ME LOWEST VALUES FROM STEPS 1. 2, ] AND A HILL GWERIL 4 1/2• MAX HEAD/S&L CORNERS 61 ��LfLEVATIDH (O/x) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASHA E13DO-09 (3 SEC. GUSTS) AND FLONIOA BUILDING COMMISSION DECLARATORY STATEMENT DCAD5-DEC-219 PROD UC.iTnyREVISED O -i—mt.itwil¢ 1H. V4-pp a win H0A-No.0 i11-0602.49 [APllAnnv Raln 190P4!21016 O M li 4�do "Pn`C¢u� P w"q — W08-66 89' BOD4 m_ ' _ FRiWE WIN wAi-/Axs a.%tO Ir RNtl IOR TYPES WOtitRS A P 'C' OR 'D'_ SEE SHEET J FOR 3" r IYP. 6- 51;1.RT!AB fiP C1PAC11Y DEStliIP11CN � l�� 1 _ ce,�^A?f.CeI-w� rw n.r a 9Ek+"?'+(9:...�1TE•.:'LC r {� 1 1- FOR GLASS TYPE: LYNX ARD HIM F OPTIONS f [ \ 011t T LOM CAPACRIES FROM IAOLE J. �• -F 2- SELECT RIAESHOlO IYPE TO BE USCG--s-I`%r J- FOR •UNH ANMNRS' RPE/SHIASPACE OBTAIN y jI I v LOAD CAPACRIES FROM TA01[ 4 f 4- FOR HUD MCHORS. TYPE/SIIWSPACE OBTAIN LOAD TNACTIIES lo- TABLE 5, w Lowsr VALULS PRO. STEPS I. J A•ID < ��--� \ 1 .LL W.10. ! 1 k fI 'fARI.E d3 POORS LOAD CEIWnT - PSI' EIDWLIL aDOH ■ITIInOi IR W011 IAN) OR TLTII TRANSOM (0/%R) DTA93 IOCMJ I1WO13 DOW D.& 1)pC •A• "n-m 'Al. 6P!{A� 11 I aE'TION p OPIEON !7 OP110N it N,;mv a TRNIE fRAAE m. 10 r1O. IF 1: (t) CXr. (41 ExY (t) EAR. (+) B9• H-IJl' B0:0 900 B0.0 90.0 900 V. 90.0 as' 150-Ip' IOa OUR BD.D BDA a"mD S... SEE MEET B MR MASS TWOS OCSCWIIM SEE MEET 9 FOR LOCBS AND Ifi D S OESMPIION jaw ALlCPOTL1 ARAL GUMCTTY - Ts? TAnI ]f6 AONN..S LN19R: Y11RDirP 771ATIlIDTt tX On llilll wAta011 iv/YI l/[• F}llIt mp= VD' SEAM EW'ACP _ l/IC 6ND1 XPAC6 LI'ACDTG -7—te—OZ Z04LOSO }T A" AY 161 O.Cr AT P" ax. AT T4- A.0 1 Ai A• OTC AnTTE ASUl6 Dpi9 0 1021 LID to A%EO XDpll L90R uV3: A' Y 'D' 'A' 'C '9 •✓<• '6• 'F• :' 'A' PRAIR. IAWE0 1.(• 1 1Xr�1 •) En.I.1 Ft'.L 11 CPY•llj Exliy rYj 121 Iy 1B}Rf.C-11 1xPT.(�']1 EfTT, (.rT •] A-011- 6ATN 111.GTO Pn.I-] W'.[-) PR i- PEF -1 PE{- FIT,n-11 "I 7[n TS• 110-+�1' No m0 klA YPO HOC qo 1D0 00.0 AOO 9OA 1a11 q,0 CGC 110 pry` 110-1 Y my D!,2 f00 W.0 !OO Zoa 15J 6B.r IIO.O Z Atl 673 II0P qJ1 9l MEET J FOR AICN@I � 1TCA0 AnFID&S vmn CAPACLI9 - I'SF ;A51LY �5 PISOEC DOOR MTfRDUT TRAI;"m pl] am yfTll TRA;ISO)L (OAxI ]AR- Vill SVAa1 JAI' RPW SPACIr sam RACE All AXf:90A AEIm A mmll AstlLurASgNovOOOi Yv ]SI'C'A' S1.'C TTM'IF IVp 'A Tim Ir'A' TFYA �CfIWIC FRIATC IA01. •1 TM. [•] 01. 1.) Exf. {�•} [O. C11 4) [1R1'JOFNIIF.00. E-]eN. -) DR. F-I ml. C- Ivl. -- ON. {- Ty !µO C -4 O'JA 909 06A — r0A 900 iE• 1IA SA.O f0.0 Iv.v 90A: i! 1 6A7 2p� X0U MR BOA I]l 90.9 O6T W—_@ w' - q0 ... IRO TOf OSO OTA! r].1 SCE BUILT 3 FOR FROM OESCRPIION S '1 xvv�y ' y \ 1 It= {1�(1I, V1111 .. .. ... I I. 7 I f 31 1 - 4 ., 0.s. 41 )3 6' ARRII 41 13/I6• IAAi —,# LEAF YI10111 ANCHORS AT SNL INTO CONtL TYOMAk SIEVATLON ClUSffR OF B TYPC 'AI' AT STO. 4 ITEM II AE§I•:10 (x)() TYPE 'CV AT SAO(RC R •IRO SEE SNEU ] fPl WSCR P)E. SEE MEEr 3 FOR ELEVA11011 (O/!R) NOTE.. CLASS CAPACITIES ON THIS SHEET ARE MASED ON ASTIR E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED YuIWin4lTlnp wiM m Fiw1OA - _ low -we. SS-0002.08 rd IDTIHAI0. D 1212V2O18 - 1t11 o m - ry fHITL�E"_ uraen.4 mT. WO8-66 SEC LI.W. FOR SPACING 'A'- TYPE •f/1• Y x uIm& M •RM' (F.-11) R5L ly.,% N51) y THRU Nlr OR 2BY WOOD DUCKS INTO CONCRETE OR MASONRY WITH 1-1/4• MIN. EMBED INTO CONCRETE (IGD/IJAHOS) WITH 1-1/4- MIN. EMBED INTO FILLED MOCKS [1L.VBS) p DIRECTLY INTO CONCREIE OR MASONRY WITH 2' MN. EED INTO CONCRM•1T [IFEAD/AMMRS) WITH 2' MIN. EMBED INTO Fk1ED LOCKS 149ws) A.4wH2. Lacf, = INTO CONC_4EIE 4-0 MASONRY , 2-1/2' MIN. -_ INAD WOO.') S arluRE -- 1' MIN. (I I 7YPE 'C-- SL36_ x, A- R" m 1rtm'(F-177 ICI. r -155 RS) THRU IDY OR 29Y WOOD DUCKS NIO CONCRETE OR MASONRY 9 WITH 1-1/4' MN. EMM INTO CONCRETE yy Cy4) WITH 1-I/d' MIN. EiRRA INIO FIDFO BL9C+f5��JAA106) c DIRECTLY INTO CONCRETE OR MASONRY MIN 2' MN. EMD INTO CONCRETE {HEAP//:MOBS) WITH 2' IRK. EMBED WIO FKIER YILC;11g 1�� 6 R1IO C01 1IKY MIN — 1N[D 1:VOD M([UR7URE_ T-1/4- UN.. — M TYPE 'W- ]L4'_ iIXs eR,;IT,II%.j Ill in SCAM (OW 5 CPS) RICB UETAE S1NyCT{F:'c$ lica I/L' TH[, UN, (Fy - SL NS[ IFPi.) C [$TEFL IN CLNNAOT NIIH ALUNJM 14) UC Rl AX0 OR PAINTED) C910 1PAMI-DAOE CM" APPR014O tvLICIr ALUTANIN : I/A• TM. DDI (4X3-TS UPI.) (ND SHIM SPACE) IlitF)'MI¢ EOfS OiSTANCfYS 6 MM KfAL STMCTDRL = 1/27 M)T •— � - (r,.177 M. r, 155 RS) d OIRELTLY M10 LWLREf}= (FOR F0. AID HIGH IHNESHOLD) FFAA WITH 1-1/2- MIN. ( INTO CONCRETE 6 INTO CONCRETE - 2-1/2- UR1. 77 TYPE 'CIL (F.-Il) KS% FF-155 MI) PIIPiTLY INTO CONCi41r (FOR .4100U THRESIOLD) w WITH 1-1/2' MW. CUMEO INTO CONCRftF a �'UA�L.V.�I6NSFS L INTO CO1"cFO,7E --a-- '—/*a' MIN. — WOOD AL 1IEAA OII + GS SO . 0,61, "1, CONCRETE AT READ. SILL OR JAM Pc - 3000 P51 MR. C-90 GROUT FILLED BLOCK AT JAMES Em - 2000 PSI MN. ,n• uAx. (G) FAGloa, Riw/sii AT FAIPIMDK• CaRNLRn DY� — — — 000H.!(AJSW LMA'1L 1M]f,l~ �• B2' -- — Ol OPG -- F O � I r f \ f FaIL7FR [. ArINi FAIL MLG MS- TP xr w.so a2 ls/.1e'— sr 1•pll6• D4. L ac. 41 13 fi 41 ID/IS' — ITAF 'Ohi — LEAF WIDTH -- ANCHORS AT UL LNTO CONC. GL451Ck OF6 TYPE 'Al' AT SIB. h RqH 110 L-.MtI_ 74'PI/CAL ELEUATYOFr TYP[ • SEC CCa4wIlm F trn \DIXx� SEE CHARS ON S EF 2 FOR DOOR AND TRANSOM LOW WA — PRODUCT REVISED cnIM TAR �NKIda oN0 75.OBOZOq OR 2iI WOOD L[CTAL STWUCIUAE4 NOT M]'1' G+. WLW.I -TPAMU Cspi111Don wT is I17C S I M SYSEEM MAST SUS LOADS M5FPO5ED 6Y 1CWtIJGWOUN Tx Tx To 7HE DMpl OIAIC SigvCTIRiE. — - row 4F.'(T 0 of B�r offo;al LL�g�g$IL I mIE W08-66 .hGDA: n �. 1NL i1SIM .i Iulx' DL .T1'A4�NVI N4 PDA II]DA LtNW �1 IS/16" A.D �DI1/k, FACHCPS DIA+'�•.]Di - PC[4.(uEllly - - � iF�WfJtn � 0 Elk' Ili •'v .'r 1_- k-� z� _ - IT .- _ D H 11 ,\ y \\\ i /� i `• '--- FI `6 i �' - BODE np47 lDVD Gil iXA Ol DPF �4�-t,= 0.FDC _DUHTC u1Tm _ iev p#EQq i E p gg SFf6C5 E9Go fMfi'cW NFLI. 51ISfE4 PY 'ES. WINDO�'!5' ' Y +hD YNYDN AH{NaPS 3 Nr1'xR SE9ARATE AAPFGVAI, IIPMR D•uW ¢I iC ]5. I.AIl STSIEM @i 'ES bY..1fIM. q� RFpi9{WIDS �?7 �INCR SEAA4\1C L6'hEP' VALNFS EPON -OFt iN'A.7T GMAH75 ON i u _~ S[M [FRONT NDA WRL ATisY iO ENIWE SY TOR LOWER VALUES 1POM ODDR EAnrOTTI GnRI•r '7R SIORETNOM NCA dLLL APMT W WOZE7 S*fElA ff 1 _ u � w 1 , ,. __ y {e / •\ f� E, '� Ilny�.rl�-}'�C� ��_� ,Ian Cr•il /l 8 Z J u If i1 �1G• � Ldl-17/7D' � ' � � C%1.' '__ __�� _�_ .—E[T. � III ]E N:N 1tipIH EP�,�%Ylx PErCCR— WALL VMYSDKSlfFi WNIH _ LW SCUPP CFR NM x�NDOW W,.LL 51]�Lil PSaiFASCY.G 'GLLL •'N[f i Cull DCIAILS LFt CVP4FpT pP5 W ".,D" u ssr, w PRODUCT REVISED nxliamgl�w� lLn m. tvuda� HDAwNw iS-0BDR.U9 �'"�'•`. �i5!'Tij - tI9 _ ' � d 'I .. 1 ]� EIIAIrauDD Date 102a407e r us �� uvula �. yuaw �7� �wwy no. �'rr. •7. iG:3' W08-66 rYWJE. NEIQXT_ l:a'1'L, I,I ou _ u ) 1 cz;- r- -n :mr' ,f ej 5. yY A 5f �i MI d/'FOfi AN� o 6 � i A _: .DDQ ,NLYIt K a t!�• N+Y, s�- I �� nr p p I' ri n I � 3 $ gr�?3sL'!o o p�'' o • c,�p �A �� n no �� .�� a I I I uo i� i� iv I I c:E. Me il�u zoyfm F �. �F.2In o'� o % `r: L•(-f B `u o of o� ' rJ frllrtl Sirry _ L SS 8V60 N.W1 1NIIXNf WAIL SYSIEN LTA I 'r O — - - AL-FAROOQ CORPORATION , a . D[A I/]• I• • • J is DS ��{I•} y_E• - DOUCT DEVELPME ONE I J _ E.S. WINDOWS, LLC ENGINEERS d YA I >�' �:ti�A• Iw' •T.L� 930O SUNSET DRNE 9NTE 2Z0 3550 IJ.W, 4rJ STREET MIPMI, RORIDA 331'/3 (l.'.A.N. .YI:Irt)J O 'Y r ur• il..•wti +.-- 0AM�, :L. 33142 noayDxorasoD rAa. paH um.oRnJ C O >"^�t!► eY `I•- IEL. (sm) M-MDI FM(JO) 111-113, ••. 1--. -_• wu oul � \/ Ej 1111 ALU�VMM LC M ILKO) AL FARGOQ cc I!nm-- WALL M W10OWS. L MQINEERS.F..Du.�i-f�-� a mw SUN� )551 1 V. 4L StREU f IIAMI L.'.13.42 c ZL LJO., .38 n I IAX. (30: II 1 44 ip it -J I ----------- Al- a � U o �i+ g � 't • � llifrl,- �o on> ^q: K r "IS. -Az R_9 p lama:. W-OS-m rlFr,-. l�• i i. SERIES 6000 ALL WN[IfJN WFLL '�YSfC4 �— C I m➢- -- _ _ �' AL-FAROOQ CORPORATION l•� M' v� - �•+� ' I n'"'."-' "._.� E.S. WINDOWS, LLC �� ENOINEEgFA PRODUCE DEYELOPMENf V w I•, -.1 09UN9ET DRN6UITE 47050 N.W. 49 STRFFT•mlyr n +.•I I MIAMI. PLOET D 331]3 QI = _.-_�. I�h i �. v_I • fl MIAMI. FL. 3 t142 ol"ln n rnxwwin�ev+ s .- _ - - - TEL. (3n5) 639-5191 f0 (SOS) 638-5158 R y S!lpEtRn]_neR - T ijr 2 �• � 'y '� I m � o „ 4 s o I! F Ym 3m IT i ;l a �N OPT ._ ., SERIES Aafp ALUM WINODW WPLL 5T5iE61 (LIA)_'� AL-FAROOQ CORPORATION ra E.S. WINDOWS, LLO — ENOINEERS&PRODU—LO CW I r 0300 SUNSET DRIVE, SUITE 490 ■ E K — 3550 N W. 49 STREW MIAMI, FLOHIDA 33173 MIAMI fL. 31142 TlLnxrfswaaoP Egx.g0y1101a4T11 . L TEL (*14 636-5151 T•\. (305) 6,5156 cn,ee+wna=w I 4 -1-t ca-03-07 •�IWW ALUMjlNU()W !ALL 17$11�.pjk AL-FAROOQ CORPORATION ENGIN.-S . `*nooU-"IWELDPMENr towft C.S. WINOOM. LLC U360 SUNSCr DnIVE, suITE 220 MIAM Nov'142 MIAMI FL3'I, FLORIDA 33173 I (3 1) 6 8. 1 _515a 1,5 (3o5) 53h —DEL . -'. - - . -- . - w cou, ,'5 Oo TOTAL R/ / / I /I I -S I � � aR►! jco II j f� STEEL �! L P 11 /18/2020 RC-7-17-1790 BLOCK CORNER GY F.I.P. % } LB 973 ' N8S056'08"E BRICK 4+ � TSOp• , . y 3010' a ONE STORY D D �+ GARAGE h r9 m YQ' 3y22• j I BRICK #. F.I.R. 12 •, I ' NO ID. I I + c!! C 1 f COyG- ! F. I, R 'I/4 " NO /0. 1 l ! I - FLOOD ZONE: AEIX- MAP & PANEL= 12086CO305 COMMUNITY NO.: 120652 SUFFIX: L DATE OF FIRM: 09-11-2009 BASE ELEV.= +8.00 NGVD 1929 IL-F. ELEV. = 10,90110.31 NOTES LOI A TIONS M. # B-62 ELEV. = 8. ARAC,F ELEV.= 9,81 39 p6., 92g9, F. I. R. Vz " NO ID. 10' ASPHAL T 114.81 ' f 6' CBS � 4 0 WALL cl L 0T -�21 BL OCK - 84 6-15' 3'XS' A/C C° d-, 1 m .`t O Q J'XJ' 4.• L7 7.95' ti h r- 2 CERTIFIED TO: FIRST AMERICAN TITLE INSURANCE COMPANY, M&M TITLE SERVICES, INC., ROBERT BAILEY, BANK OFAMERICA, NA., ITS SUCCESSORS ANDIOR ASSIGNS A S THEIR INTEREST MAY APPEAR o ;W�'s'cr�sLa'rrL"`� 15' ALLEY NE CORNER oN loP OF LOT Z4 4 �$. ��' �: r J4tl t7d' F. 1. R. V2 " NO ID. NO ID. BRICK 3,15' --eraW-POOL-V ACM 7'A 40.50' 6 + 4' 7• i POOL I 46.50' 7.' 40.50' • cc• I u _� 93 2'CBS WALL N W/ 3' CHAIN LINK FENCE (q ON TOP O O V 24.65' to 21.50' BRICK 1.6 rn POOL PUMP r I 18 80' CONE K I� PAVERS LOT -22 BLOCK - 84 TWO STCV4Y 2o.4s RESIDENFE 3 , ROOF OVERHANG o BRICK ^ < < UTILITY SHE[/ "',. cL b 21.90' -+ ° 9) WALL MEASUREMENTS ARE TOIFROM FACE OF WALL 3.7 N ON CONC. a? p/ ` , 10) DRAWING DISTANCE BETWEEN WALLS AND/OR FENCES AND PROPERTY LINES MAYBE 2.75' v v 17, 60 -- 27.90' EXAGGERATED FOR CLARITY. v4i S 2 11 FLOOD ZONE INFORMATION WAS DERIVED FROM FEDERAL EMERGENCY MANAGEMENTAGENCY 4' PLANTER! L' u - FLOOD r1VFORMATfON RATE MAPS BLOCK [ F �• r 12) BEARINGS IF ANY SHOWN ARE BASED ON ASSUMED PLAT MERIDIAN AT: NORTH RIGHT OF WAY I OF NE 95th STREET = WEST l 6' CBS WALL CORNER P C C POINT OF COMPOUND CURVATURE U.E. L/T/LITY PASEMENT I I. R. J/4 ON PL. F. 1. R. /' L EGEND GCV. IRRIGATION CONTROL VALVE P C p PERMANENT CONTROL POINT W/M WATER METER NOR NO ID. ,,t,•C AIR CONDITIONER LP. IRON PIPE pLS PROFESSIONAL LAND SURVEYOR W.V. WATER VALVE Q AVE. AVENUE FPL FLORIDA POWER & LIGHT pSM PROFESSIONAL SURVEYOR AND MAPPER W U.P. WOOD UTILITY POLE 7EiNALK WEST 145.69' R 146.68' M °}�/Ii BLVD. BOULEVARD FLP. FOUND IRON PIPE 6G5.20' F.LR FOUND IRON ROD p, POINT OF BEGINNING RTYLINE BM BENCH MARK P, O B POINT OF BEGINNING FND. FOUND PO. .C- PO;NTOFCOMMFNCEMENT SYMBOLS 21' PARKWAY CCABLE TELEVISION BOX RCLENGTH CB L A CATCH BASIN p.R-C. POINT OF REVERSECURVATURE CONCRETE BRICK CBS CONCRETE BLOCK STRUCTURE (L) LEGAL pRM PERMAMENTREFERENCE440NOMENT OVERHEAD UTILITY LINES CONC. CHB CHORD BEARING IB LICENSEDE CH CHORD DISTANCE I B LICENSED BUSINESS P.T. POINT OF TANGENCY :y / WERE FENCE LS LAND SURVEYOR R RADIUS // // PROPVVOOFENCE 1�' 78• 27' COR CORNER (M) RIEASURED (R) RECORD �-O� PROPERTYCORNER CT COURT NA NOPYHAMERICAN VERTICAL DATUM R.E. RIM ELEVATION �- WATER FLOW CENTERLINE RAN RIGHT-OF-WAY 9.60 EXISTING GRADE ELEVATION CL CLEAR NGVD NATIONAL GEODETIC VERTICAL DATUM N SANITARY PROPOSED GRADE ELEVATION SA�(� SURVEYOR'S NOTES: RECORDED PLAT DOES NOT REFELECT EASTIWEST PROPERTY LINE MEASUREMENT INFORMATION. SAID PROPERTY LINE MEASUREMENTS REFFLECTED ARE BASED UPON LUC.H IlUly Jnc i VI. NOT TO SCALE LEGAL DESCRIPTION: -lo rvI T TNT RI F NTATION. LOTS 21 & 22 84, "MIAMI SHORES SECTION NO. 3", ACCORDING TO THE ,BLOCK THEREOFAS RECORDED IN PLAT BOOK 10, PAGE 37, OF THE PUBLIC 8.80• LOT- 23 0.40, BLOCK - 84 �it f U) PLAT RECORDS OF MIAMI-DADE COUNTY, FLORIDA- `r I' r POOL HEATER o ` L w ° - SURVEYOR`S NOTES: f) NOT VALID UNLESS SIGNATURE IS EMBOSSED WITH THE REGISTERED LAND SURVEYOR'S SEAL. 6' CHAIN LINK FENCE ❑� LL 2] LEGAL DESCRIPTION PROVIDED BYOTHERS- 3) PROPFRTIES SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED I• r ONPL Q C; ENCUMBRANCES NOT SHOWN ON THE PROPERTY PLAT OF RECORD. 1 ' > ` r 4) MEASUREMENTS TO WOOD FENCES ARE TO OUTSIDE OF WOOD. I 6' ALUMINUM G� �_ 5) UNDERGROUND UTILITIES. FOUNDATIONS, OR OTHER IMPROVEMENTS, IF ANY, WERE NOT 20' POST FENCE �+ �} w U LOCATED. 6) ELEVATIONS. IF SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929. -► U _ 7) PENCE OWNERSHIP NOT DETERMINED UNLESS OTHERWISE NOTED. TO CENTER OF WIRE. 8) MEASUREMENTS TO WIRE FENCES ARE 28' ASPHALT O CONC CONCRETE NOID NOTIDENTIFIABLE ' S.I.P. SET IRON PIPE N WATER VALVE _ _ _ _ _ _ _ _ _ _ _ — - — - - — ~ C.O. CLEANOUT NTS NNO UMBS SCALE OT To SLR SET IRON ROD SIGN DRAS MANHOLE _ _ O EB ELECTRIC BOX STREET ELEV. ELEVATION R.B OFFICIAL RECORD BOOK O.V. ST. STREET T TANGENT SAN 7`AGE SAN I TARY MANHOLE N.E. 95th ENCR ENCROACHMENT ON/PL ON PROPERTYLINE T B.M TEMPORARY BENCHMARK FIRE HYDRANT PROPERTY OF: ROBERT BAILEY 1205 NE 95th STREET, MIAMI SHORES, FLORIDA 33138 TO N. G. V. D. 1929 - Q 2n DE FLOOR ELEV of Off OVERHANG ERR ELEVATION REFERENCE POINT OUL OVERHEAD UTILITY LINES TEL. TELEPHONE LIGHTING RMENE F F. FINISH FLOOR TYP. TYPICAL Z7 FIRE DEPARMENT CONNEG'+•fON F H. FIRE HYDRANT PC POINT OF L'URVATURE A BOUNDARY SURVEY I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY PROFESSIONAL SURVEYING AND MAPPING WAS MADE RDSOFUNDER M PRACTICE SET AND FORTH LANNES AND GARCIA, INC. STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17.050 THROUGH 5J-17 052, ti y [tio = LB # 2098 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO ��`° FRANCISCO F. FAJARDO PSM # 4767 (QUALIFIER) NOT VALID WITHOUT THE SIGNATURE AND THE SECTION 472.027, FLORIDA STATUTES, AND, THAT THE n$ 2700 SW 37th AVENUE, )RIGINAL RAISED SEAL OF A FLORIDA LICENSED SKETCH HEREON IS TRUE AND CORRECT TO THE _�,� SURVEYOR AND MAPPER, BEST OF MY KNOWLEDGE AND BELIEF-. SUBJECT TO MIAMI, FLORIDA33133 NOTES AND NOTATIONS SP HEREON PH (305) 666-7909 FAX (305) 442-2530 FRANCISCO F. FA.IA 130 FLORIDA PROFESSIONAL SURVEYOR AND MAPPER REGISTRATION NO- 4767 -IELD DATE:0310112017 SCALE: 1 " = 30' DRAWN BY. J.J. DWG. No.: 264881