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RC-18-1107 (3)
PLUMB TECH GROUP INC CGC 1507517 CFC 1427217 STATE CERTIFIED PLUMBING CONTRACTOR 7164 SW 47 ST, MIAMI 33155 PTG@PLUMBTECHGROUP.COM DROP TEST CERTIFICATION Florida Building Code, Fuel Gas SECTION 406 (IFGS) INSPECTION, TESTING AND PURGING 406.1 GENERAL. Prior to acceptance and initial operation, all piping shall be inspected and pressure tested to determine that material, design fabrication practice comply with the requirements of this code. Job Information: Permit Number: permit-0519-9 /PL-03-19-632 I GC: D. Torr General Contractors, Inc. Job Address: 321 NE 93 st, Miami Shore. FL Contractor: Plumb Tech Group, Inc. Type of Installation: New Description �, Works: -Pi'PiN'-1—4�-hQd System Pressure from meter: Water column: .5 00 Test Duration: — "iQ Date of test: l /21 h.1/9 (4f.30 em) Contractor Page 1 of 1 Florida License: CFC1427217 Date: % 2y INT_/_ 7164 SW 47th Street, Miami, FL 33155 Office(305)-428-8685-ptg@plumbtechgroup.com-Fax (305)-428-8686 Miami shores Village Building Department Permit: 2 C - 0- 1 - 1 0? 10050 N.E.2nd Avenue Miami Shores, Florida 33138 E-mail: RAJ %o 0 D—ko4 ( C- c . Cow+ Tel: (305) 795.2204 Phone: 3175- 301 _ 1 / 13 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY/COMPLETION CHECK LIST ❑ Building permit card. Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. ❑ Certificate of Elevation — (Sealed by surveyor). Expiration date required on the form. n Certificate of Insulation. Certificate of Soil Treatment (Final treatment -original)\ CHAPTER 2913-5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." o Health Department Approval Letter (On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. ❑ Soil Compaction Letter (Density report is required) ❑ Final certification letter from the Engineer/Architect (on masonry, trusses, special structure, etc) ❑ Backflow preventor certificate (Required on commercial projects only) ❑ Declaration of use. (Recorded in Miami -Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO $150.00 • Residential CC $50.00 • Commercial CO and CC $200.00 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-4-1 V- 1 1 07 Issue Date: 8/7/2018 I Expires: 02/03/2015 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.miamishoresvillage.com/cap 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 #1132060136240 I Owner's Name: ELIZABETH COWEN— Owner's Phone: Job Address: 321 NE 93 Street Total Square Feet: Miami Shores, FL 33138- 1 [11 all 111UIJI PIL 0k Bond Number: 3852 mA& a mill Ar Ar otal Job Valuation: Contractor(s) Phone D. TORR GENERAL CONTRACTOR; (305)301 (305)458-0120 360 $ 103,509.50 WIS ALLOWED: AY THROUGH FRIDAY, 8:OOAM - 7:OOPM. 'URDAY 8:OOAM - 6:OOPM. WORK 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. ITIS 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 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 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 �s I runs/hatters l Roof Sheathing Bucks Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap _ Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Lisulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS WINDOWS:.. INSPECTION 11D E A INSP Attachment WORKSPUBLIC INSPECTION DATE INSP Excavation ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough '51XT'h C1 Ceiling Rough 3 L 19 Rough 4{ 1A Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarrn,Final-;-;.—.., ., _.,..... Fire Alarm Rough Fire Alarm Final Service Work With " S °► ELECTRICAL COMMENTS a 5' e CA t •A E INSPECTION I DATE 1INSP Final Sprinkler Final Alarm r PLUMBING INSPECTION DATE INSP Rough c— i1 Water Service 2nd Rough y A Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas — LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final PLUMBING COMMENTS 6C- S -3 MECHANICAL INSPECTION DATE INSP Underground PipE....,.. A,, Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum MECHANICAL COMMENTS YNG`VM'� y�O� <L-0�I1ellq � U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 I-edei U!-Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: JENNIFER D LITOWITZ JTRS ELIZABETH COWEN JTRS A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 321 NE 93 ST City State ZIP Code Miami Shores Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Folio Number 11-3206-013-6240 MIAMI SHORES SEC 1 AMD PB 10-70 LOT 18 W1/2 LOT 19 BLK 46 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. 25.860826° Long.-80.190879° Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 2126.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 21 c) Total net area of flood openings in A8.b 1800.00 sq in d) Engineered flood openings? ❑ Yes ❑x No A9. For a building with an attached garage: a) Square footage of attached garage 200.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes 7 No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State Miami Shores 120652 Miami -Dade Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 12086CO302 L 09-11-2009 09-11-2009 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Pagel of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30,208 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 321 NE 93 ST City State ZIP Code Company NAIC Number Miami Shores Florida 33138 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters. Benchmark Utilized: **Miami -Dade Benchmark: N-568 Vertical Datum: NGVD-1929 Indicate elevation datum used for the elevations in items a) through h) below. x❑ NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 9.90 feet ❑ meters b) Top of the next higher floor 12.01 feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A ❑x feet ❑ meters d) Attached garage (top of slab) 10.12 ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 10.55 x feet meters ❑ (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 9.90 x❑ feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 10.30 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 10.00 0 feet ❑ meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑x Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number Juan A. Suarez 6220 r N Title Surveyor and Mapper �� 'I Company Name Suarez Surveying d Mapping In \� r Address 15190 SW 136 Str et 20 v City State ZIP Code MiamiV y Florida 33196 \\ a Signature Date Telephone Ext. 11-27-2019 (305) 596-1799 Copy all pages of this III on Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including JypdVof equipment and location, per C2(e), if applicable) GPS Coordinates obtained using GPS Device *Miami Dade County Records **Miami Dade County Benchmark C2.e) Generator on north side of property Elevation of A/C unit 12.19 (raised on bracket on west side of building ) Crown of Road Elevation 10.31 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ,ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 321 NE 93 ST City State ZIP Code Company NAIC Number Miami Shores Florida 33138 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items El—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet []meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, F018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 321 NE 93 ST City State ZIP Code Company NAIC Number Miami Shores Florida 33138 SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) ❑ feet ❑ meters of the building: Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 MAP OF BOUNDARY SURVEY LOT 10 ( LOT 11 BLOCK-46 j BLOCK 46 NORTH w 99xoo F/P 112" SCALE: 1"=20' CLF ONLINE gECEIVED BY' LOT 17 BLOCK 46 AC ON METAL SUPPORT BRACKET ELEV = 12,19 ON TOP OF BRACKET CLF ONLINE 11.5' ASPHALT PAVEMENT Iw GENERATOR ELEV = 10.55 LOT 18 PLASTIC BLOCK 46 FENCE w 9.76' 1X 14.1' W. C� 0 ( j LOT 19 j BLOCK 46 A WEST 1/2 OF LOT 19 3 3.2' I I 18.9' L L L JJ L L L J O - L L L ' 23.0. o S Z m J GAS (� N VALVE ONE STORY CBS RES# 321 o - ° FINISHED FLOOR ELEV = 12.011 + 3.0' ic CD 0 28.2' 2, GARAGE 11.0' I FF=10.12 -_" AC co U` j gg0 Cn 13.9' 99 P 3.0' I 1.90' NTE 1 8.0' NN A 3.0' CO FIP 1/2" NO ID 1 X O'10.17' A 13.0' �0 0 NO ACCESS TO � PR ERTY CORNS R_ - L I REMAINDER LOT 19 BLOCK 46 N I E I @_ z v O N W (0 _ J I W O I -- LOT 20 n BLOCK 46 � � I Q1.01' + W (� fn Z DO C LLI Q � � W J LL J LLU a cr- cn Ic coW Q � } C � z C LU LU Q W c 0 O C7 v < CC Z (� IL z o io 3X12.0' I z m ON LINE D I ` �1m N rl ( w / M it + FIP 112 ! j 2' 2' { (50. o')NOID I (5 .00') i N� 5 475.00'(R)&(M) .. BOB:S87°37'43°W 75.00 . •'o, . 9.• FIP 1/2" N 0 1025 NE 93rd STREET za �0 75' R/W w v, 0 NO ID BLOCK CORNER LEGEND ABBREVIATIONS: A =ARC DISTANCE A/C = AIR CONDITIONER PAD BCR=BROWARD COUNTY RECORDS BLDG= BUILDING BM = BENCH MARK BOB = BASIS OF BEARINGS CBS = CONCRETE BLOCK & STUCCO (C) = CALCULATED CB = CATCH BASIN CHB = CHORD BEARING C&G = CURB & GUTTER CLF = CHAIN LINK FENCE COL = COLUMN CONC = CONCRETE DE = DRAINAGE EASEMENT DME = DRAINAGE & MAINTENANCE EASEMENT D/W = DRIVE -WAY EB = ELECTRIC BOX ENC.=ENCROACHMENT EP = EDGE OF PAVEMENT EW = EDGE OF WATER FDH = FOUND DRILL HOLE FF = FINISHED FLOOR ELEVATION FIP = FOUND IRON PIPE FIR = FOUND IRON ROD FN = FOUND NAIL (NO ID) FND = FOUND NAIL & DISK FPL = FLORIDA POWER & LIGHT TRANSFORMER PAD LE = LANDSCAPE EASEMENT LME = LAKE MAINTENANCE EASEMENT (M) = MEASURED MDCR=MIAMI-DADE COUNTY RECORDS MH =MAN HOLE ML = MONUMENT LINE ORB = OFFICIAL RECORDS BOOK O/S = OFFSET (P) = PLAT PB = PLAT BOOK PC = POINT OF CURVATURE PCP = PERMANENT CONTROL POINT PE = POOL EQUIPMENT PAD PG = PAGE PI = POINT OF INTERSECTION PK = PARKER KAELON (SURVEY NAIL) PL = PLANTER POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRC = POINT OF REVERSE CURVATURE PRM = PERMANENT REFERENCE MONUMENT PT = POINT OF TANGENCY R = RADIUS DISTANCE (R) = RECORD RNV = RIGHT OF WAY RES. = RESIDENCE SIP = SET IRON PIPE SND = SET NAIL & DISK (PK) STL = SURVEY TIE LINE SINK = SIDEWALK (TYP)= TYPICAL UB = UTILITY BOX UE = UTILITY EASEMENT W/F = WOOD FENCE WMDE = WALL MAINTENANCE DRAINAGE EASEMENT SYMBOLS: = TELEPHONE RISER 0p07' = ELEVATION (NGVD29) © = CABLE TV RISER ® = WATER METER CENTER LINE C =CENTRAL ANGLE (00') = ORIGINAL LOT DISTANCE rQ, = UTILITY POLE = CONC. POLE ■ =CATCH BASIN -D. -- = IRON FENCE ---n--n•- = WOOD FENCE CHAIN UNK FENCE - - - - - : OVERHEAD UTILITY WIRE ---r-r--rT : LIMITED ACCESS RIGHT-OF-WAY LINE = BOUNDARY LINE SURFACES: 17 D 0 El ASPHALT CONCRETE PAVERS BUILDING Mmz TILES WOOD l`nwR JCERTIRCATE OF.AUTHORIZATON_ I LB-7104 Suarez surveying 8{ mapping, inc- 15190 SW 136th Street, Suite 20, Miami, Florida 33196 Tel: 305.596.1799 Fax: 305.596.1886 www.suarersurveying.com PLAT IMAGE: g FEET » 1 NOT TO SCALE �'��' ""' `� , • , °. J�h�v • •••• W �.." STR��T•• � a'a• 5'FREET• WOOD•• PROPERTY ADDRESS: • • 321 NE 93rd STREET, MIAMI SHORES FL 33135 • • • • LEGAL DESCRIPTION: LOT 18 AND THE WEST 1/2 OF LOT 19, BLOCK 46, OF MIAMI SHORES SECTION 1 AMENDED, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FLOOD ZONE INFORMATION: BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY REVISED ON 09/11/09 AND INDEX MAP REVISED ON 09/11/09 THE GRAPHICALLY DEPICTED BUILDING(S) SHOWN ON THIS MAP OF SURVEY IS WITHIN ZONE X BASE FLOOD ELEVATION r1LA COMMUNITY NAME & NUMBER MIAMI SHORES 120652 MAP & PANEL NUMBER 12086CO302 SUFFIX L. SURVEYOR'S NOTES: 1. ELEVATIONS WHEN SHOWN REFER TO 1929 NATIONAL GEODETIC VERTICAL DATUM (NGVD 1929). 2. NO ATTEMPT WAS MADE TO LOCATE FOOTINGS/FOUNDAT1ONS, OR UNDERGROUND UTILITIES UNLESS OTHERWISE NOTED. 3. THE LANDS SHOWN HEREON HAVE NOT BEEN ABSTRACTED IN REGARDS TO MATTERS OF INTEREST BY OTHER PARTIES, SUCH AS EASEMENTS, RIGHTS OF WAYS, RESERVATIONS, ETC. ONLY PLATTED EASEMENTS ARE SHOWN. 4. THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO THE PARTY(IES) INDICATED HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE. 5. THE INTENT OF THIS SURVEY AS COMMUNICATED BY THE CERTIFIED PARTIES IS FOR REAL-ESTATE TRANSACTION OR MORTGAGE REFINANCING, THIS SURVEY IS NOT TO BE USED FOR ANY OTHER PURPOSE OR PARTY(IES) WITHOUT THE AUTHORIZATION OF THIS FIRM. 6. THIS SURVEY IS NOT INTENDED FOR NEITHER DESIGN NOR CONSTRUCTION PURPOSES, FOR THOSE PURPOSES, A TOPOGRAPHIC SURVEY MAY BE REQUIRED. 7. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 8. IMPROVEMENTS SHOWN HAVE BEEN MEASURED TO THE NEAREST 10TH OF A FOOT. TIES SHOWN HAVE BEEN MEASURED TO THE NEAREST IOOTH OF A FOOT. ELEVATIONS WHEN SHOWN HAVE BEEN MEASURED TO NEAREST 100TH OF A FOOT ON HARD SURFACES AND NEAREST TENTH OF A FOOT FOR GROUND OR SOD SURFACES 9. ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED LB# 7104. 10. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL DESCRIPTION PROVIDED BY CLIENT OR ITS REPRESENTATIVE 11. FENCE OWNERSHIP NOT DETERMINED. 12. BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN, THE SOUTH LINE OF BLOCK 46 HAS BEEN ASSIGNED A BEARING OF N 87'37'43" W. 13. TYPE OF SURVEY: BOUNDARY JENNIFER 0 UTOWITZ JTRS ELIZABETH COWEN JTRS REVISION(S), SURVEYOR'S CERTIFICATE: BENCHMARK REFERENCE: I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST BELIEF AS RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEI MIAMI-DADE COUNTY BM NAME: N-568 PRACTICE SET FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND I ELEV(NGVD29): 9.65 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA A LOCATION: NE 95th ST --- 35' NORTH OF CENTERUNE SEAL 31 N. MIAMI AVENUE --- 25' WEST OF PROJECTED AUTHENTIC COPIES OF THIS �0.WEST EDGE OF PAVEMENT 30' ENE OF A FIRE SURVEY SHALL BEAR THE HYDRANT, 10' EAST OF A TRAFFIC CONTROL BOX. ORIGINAL SIGNATURE AND ON: RAISED SEAL OF THE 22' ASPHALT PAVEMENT NAIL PK NAIL AND BRASS WASHER IN CONC. CURB, PK ATTESTING REGISTERED SOUTHWEST OF HANDICAP RAMP. SURVEYOR AND MAPPER KNOWLEDG AND E STANDAPPS OF IS IN CH TE 5J JUAN A. S EZ ZONAL SU. YOR &MAPPER E OF FLO A LIC. # 6220 DATE OF SURVEY : 1112712019 17 JOB #: 191130105 FILE #: C-20952 PROJECT NAME: SURVEYS 2019 F/LE(R): LITOWITZ PARTY CHIEF: - LAZARO F.B.: 171 PC. 55 SHEET 1 OF 1 ?Wc; teem t (ooqr I ��No�rL,Y bye �o FtORIDp` Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit No. RC-4-18-1107 Permit Type: Residential Construction Per It Work Classification: Addition Permit status: APPROVED Issue Date: Wl7I2018 I Expiration: 02/03/2019 rrojec[ Aoaress Parcel Number Applicant 321 NE 93 Street 1132060136240 Miami Shores, FL 33138- Block: Lot: ELIZABETH COWEN Owner Information Address Phone Cell ELIZABETH COWEN 321 NE 93 Street (305)458-0120 MIAMI SHORES FL 33138- 321 NE 93 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone D. TORR GENERAL CONTRACTORS, i (305)301-9913 Valuation: $ 103,509.50 Total Sq Feet: 360 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: 360 SQ FT ADDITION TO RESIDEN Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: 360 SQ FT ADDITION TO RESIDENC Bond Return : Classification: Residential Fees Due Amount Bond Type - Contractors Bond $500.00 CC F $62.40 CO/CC Fee $115.00 DBPR Fee $46.58 DCA Fee $31.06 Education Surcharge $20.80 Notary Fee $5.00 P&Z Review Fee $35.00 P&Z Review Fee $0.00 P&Z Review Fee $35.00 Permit Fee $3,105.29 Plan Review Fee (Engineer) $90.00 Plan Review Fee (Engineer) $90.00 Scanning Fee $57.00 Technology Fee $83.20 Total: $4,276.33 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-4-18-67311 08/07/2018 Credit Card $ 4,076.33 $ 200.00 04/26/2018 Check #: 1210 $ 200.00 $ 0.00 Bond #: 3852 Available Inspection Type: Final PE Certification Tie Beam Bond Beam Window Door Attachment Ilnsu Drywall Screw Trusses Plan Submittal Roof Sheathing Spot Survey Rake Beam Footing Window and Door Buck Roof Trusses Density Fill Cells Columns Wire Lathe Final Building Declaration of Use Review Plumbing Review Electrical Review Electrical Review Electrical Review Plumbing Review Building Review Building Review Structural Review Structural Review Plumt Review Plann 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 August 07, 2018 1 F�ORiDP' Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. RC-4-18-1107 Permit Type: Residential Construction Per '' t Work Classification: Addition Permit Status: APPROVED Parcel Number Issue Date: 8/7/2018 1 Expiration: 02/03/2019 Applicant 321 NE 93 Street 1132060136240 Miami Shores, FL 33138- Block: Lot: ELIZABETH COWEN Owner Information Address Phone Cell ELIZABETH COWEN 321 NE 93 Street (305)458-0120 MIAMI SHORES FL 33138- 321 NE 93 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone D. TORR GENERAL CONTRACTORS, 1 (305)301-9913 Valuation: $ 103,509.50 Total Sq Feet: 360 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: 360 SQ FT ADDITION TO RESIDEN Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: 360 SQ FT ADDITION TO RESIDENC Bond Return : Classification: Residential Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $62.40 CO/CC Fee $115.00 DBPR Fee $46.58 DCA Fee $31.06 Education Surcharge $20.80 Notary Fee $5.00 P&Z Review Fee $35.00 P&Z Review Fee $0.00 P&Z Review Fee $35.00 Permit Fee $3,105.29 Plan Review Fee (Engineer) $90.00 Plan Review Fee (Engineer) $90.00 Scanning Fee $57.00 Technology Fee $83.20 Total: $4,276.33 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-4-18-67311 08/07/2018 Credit Card $ 4,076.33 $ 200.00 04/26/2018 Check #: 1210 $ 200.00 $ 0.00 Bond #: 3852 required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. Available Inspections: Inspection Type: Final PE Certification Tie Beam Bond Beam Window Door Attachment Slab Termite Letter Framing Insulation Drywall Screw Trusses Plan Submittal Roof Sheathing Spot Survey Wall Sheathing Rake Beam Footing Window and Door Buck Roof Trusses Density Fill Cells Columns Wire Lathe Final Building Declaration of Use Review Mechanical Review Plumbing Review Electrical Review Electrical Review Electrical Review Plumbing Review Building Review Building Review Structural Review Structural Review Plumbing Review Planning 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 August 07, 2018 2 �` g�yNrjONRB��L,fr b 1vr� e�a`o FCOR1Dp` Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 (Permit Parcel Number Permit NO. RC-4-18-1107 Permit Type: Residential Construction Work Classification: Addition Permit Status: APPROVED Issue Date: 8/7/2018 1 Expiration: 02/03/2019 Annlicant 321 NE 93 Street 1132060136240 Miami Shores, FL 33138- Block: Lot: ELIZABETH COWEN Owner Information Address Phone Cell ELIZABETH COWEN 321 NE 93 Street (305)458-0120 MIAMI SHORES FL 33138- 321 NE 93 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone D. TORR GENERAL CONTRACTORS, 1 (305)301-9913 roved: In Review Valuation: $ 103,509.50 Total Scl Feet: 360 Date Approved:: In Review Date Denied: Type of Construction: 360 SQ FT ADDITION TO RESIDEN Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: 360 SQ FT ADDITION TO RESIDENC Bond Return : Classification: Residential Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $62.40 CO/CC Fee $115.00 DBPR Fee $46.58 DCA Fee $31.06 Education Surcharge $20.80 Notary Fee $5.00 P&Z Review Fee $35.00 P&Z Review Fee $0.00 P&Z Review Fee $35.00 Permit Fee $3,105.29 Plan Review Fee (Engineer) $90.00 Plan Review Fee (Engineer) $90.00 Scanning Fee $57.00 Technology Fee $83.20 Total: $4,276.33 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-4-18-67311 08/07/2018 Credit Card $ 4,076.33 $ 200.00 04/26/2018 Check #: 1210 $ 200.00 $ 0.00 Bond #: 3852 construction and zoning. Fut Mt e, I authorize the above -named contractor to do the work stated Authorized Signature: Owner / Applicant / Contractor / Agent Avauaoie inspections: Inspection Type: Final PE Certification Tie Beam Bond Beam Window Door Attachment Termite Letter Framing Insulation Drywall Screw Trusses Plan Submittal Roof Sheathing Spot Survey Wall Sheathing Rake Beam Footing Window and Door Buck Roof Trusses Fill Cells Columns Wire Lathe Final Building Declaration of Use Review Mechanical Review Plumbing Review Electrical Review Electrical Review Electrical Review Plumbing Review Building Review Building Review Structural Review Plumbing August 07, 2018 , 2018 Miami Shores Village RLICEIVI Building Department APR 26 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 \ 'b INSPECTION LINE PHONE NUMBER: (305) 762-4949 15s-G ��' FBC 0 l"1 BUILDING Master Permit No. IR—C l o — PERMIT APPLICATION Sub Permit No. E01BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �] CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: �J31 �Jb Folio/Parcel#: 11- 32,6V - 013 -• 2 0 Is the Building Historically Designated: Yes NO X Occupancy Type: P Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): tl/( $AAL f Phone#: Address: 3 ZI 1�� 13 13� ST City: f A4,AI eAof� State: f-L., Tenant/Lessee Name: Email: one#: p: -D • 1-0-1--<Z- (-)EAJUA - C0A- ; fAC-T0K5 p CONTRACTOR:: Company fName: Phone#: 305-W1 2 Address: [ 6 L✓ G(Z City: M 0A I SHIES State: Cc Zip: 3315'r� Qualifier Name: �feeji o 1) rf 6-5 Phone#: State Certification or Registration #: C(-,( 1 S'Z I y 7 3 Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: 3t7-5-W(-1913 Address: _ I a a., '�1 �`-' City: State: Zip: Value of Work four this Permit: $ -5— 955i r5 Square/Linear Footage of Work: � `�L. fr Type of Work: L_J Addition ❑ Alteration ❑ New ❑ Repair/Re lace p 'I Demolition Description of Work: 3�Y�� .SQ,. ��l n r �u j7e5(yST'l(e, t- Specify color of color thru tile:, Submittal Fee $ a0Q. (5Z> Permit Fee $ 67 CCF $ 5 (402,40 40 2 , �4 0 CO/CC $ 1 � -5•n'1 Scanning Fee $ c5� C� - -Radon Fee $ 31 06 DBPR $ 44(0 Notary $ Technology Fee $ 93 • (73 Training/Education Fee $ �O • t 1 r) Double Fee $ Structural Reviews $90 • Cj � • Bond $ 5 00. 00 XZ — oz> TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip 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. Signature aZ6t �� Sign at-� i' �•WNER or AGENT• • The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1Z& daay� of r 11p� 20 �, by a�C�S/� day of \J _ 20 Qy by (\ZG h 1 llDctfb i��p/e�rs�on�ally known to eILY�1V -TC)tG&�d-+ who is personally known to 14 me or who has produced (:Il ��-�C�► 1 - as me or who has produced TL�) Vr' ^U3 as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal K.GONZALEZ MY COMMwaiv" � -- - EYPIRES: November 2. 2020 Bonded Thru Notary Public Underwriters identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal: APPROVED BY Plans Examiner 'pt OFF 00 •� �• l 1 �� lllllll 111�� /3 Zoning JY Structural Review (Revised02/24/2014) Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: 6 A �� DATE: ADDRESS: �yt Ne 6x_6 Do hereby petition the Village cf Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor, You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understarQXht 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. y 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 ��R 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`,ha`ve the license required by law and by county or municipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, 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. 1 am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. 1 understand that I may not delegate the responsibility for supervising work to be a Initial licensed contra who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Int rnal 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.myfloridaIicense.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 understan at I am the party legally and financially responsible for the proposed construction activity at the following address: Initiayofi�nfrmation 12, 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a persob�able o does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's 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 \ , 20 Produced ther cense who was personally known to me or who has as identification 0K 2 no 2 m 3 zfg� bt Z CO c 3 2 7C Cr - O � O Z m p m N a 4/26/2018 Property Search Application - Miami -Dade County A P P R A I E R OFFICE 01 T H E P R OP U V Summary Report Property Information Folio: 11-3206-013-6240 Property Address: 321 NE 93 ST Miami Shores, FL 33138-2854 Owner JENNIFER D LITOWITZ JTRS ELIZABETH COWEN JTRS Mailing Address 321 NE 93 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,972 Sq.Ft Living Area 1,598 Sq.Ft Adjusted Area 1,781 Sq.Ft Lot Size 9,525 Sq.Ft Year Built 1950 Assessment Information Year 2017 2016 2015 Land Value $285,614 $238,138 $228,341 Building Value $120,000 $144,617 $146,683 XF Value $0 $1,354 $1,137 Market Value $405,614 $384,109 $376,161 Assessed Value $386,748 L $378,794 $376,161 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $18,866 $5,315 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 MIAMI SHORES SEC 1 AMD PB 10-70 LOT 18 W1/2 LOT 19 BILK 46 LOT SIZE 75.000 X 127 OR 21299-1156-57 04 2003 1 COC 23484-4892 05 2005 1 Generated On : 4/26/2018 Taxable Value Information 2017i 20161 2015 County Exemption Value $50,000 $50,000�_�$560',,Taxable Value $336748$328,794 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $361,748 $353,794 $351,161 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $336,748 $328,794 $326,161 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $336,748 $328,794 ........... $326,161 Sales Information Previous OR ' Sale Price Book- Qualification Description Page 07/18/2014 $530,000 29247 Qual by exam of deed 4301 05/01/2005 $495,500 23484- Sales which are qualified 4892 04/01/2003 $335,000 21299 Sales which are qualified 1156 11/01/2001 $0 20049- Sales which are disqualified as a result of 0360 1 examination of the deed 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 Gs� �N f too 10050 N.E. SECOND AVENUE jpw MIAMI SHORES, FLORIDA 33138-Z382 TELEPHONE: (305) 795-2207 TRAVIS HENDALL I FAX (3051 756-8972 Planning & Zoning Director DEVELOPMENT ORDER File Number: PZ-1-25-18-13 Property Address: 321 NE 93rd Street Miami Shores FL 33161 Property Owner/Applicant: Elizabeth Cowen Address: 321 NE 93rd Sheet Miami Shores FL 33161 Agent: Kimberly Flower Address: 361 NE 98tb Street, Miami Shores, FL 33138 Whereas, the applicant Elizabeth Cowen (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval required. Side and Rear Addition, and accessory structures. Whereas, a public hearing was! held on January 25, 2018 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. I 1) The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: Approval is granted as shown on the plans submitted and Invade a part of this approval. 2) Applicant to maintain two (2) legal parking spaces on site. f Page 1 of VISIT US I www.miamishoresvillage.com i 3) Applicant to apply for and obtain all required building permits from the Building Department before beginning work. 4) Applicant to apply for and obtain all necessary permits and approvals from outside agencies. 5) An erosion and sedimentation plan subject to review and approval by the building official is required and must be submitted to the building official with the building permit application. Properly installed soil erosion measures (silt fences, straw barriers, etc.) and anti -tracking area at all construction entrances are required to beIput in place and maintained if ground cover is removed or as required by the, building official. Required erosion control measures must be in place prior to footings inspection. 6) Applicant to obtain all required permits and approvals from the Miami -Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (.DRER, EPRD) and the Miami -Dade Department of Health (DOH/HRS) as required. 7) Applicant to meet �11 applicable code provisions at the time of permitting. 8) This zoning permit will. lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. The application with condil by the Planning and Zoning Motion to approve su by Mr. Brady and the Mr. Snow Mr. Bergman Ms. Hegedus Mr. Brady Chairman Busta -,,,/7//g- Date/ Yes Yes Yes VPc was passed and adopted this 251h day of January, 2018 •d as follows: to Staff recommendations by Ms. Hegedus, seconded on passed 4-0. Page 2 of 2 r STATE OF FLORIDA PERMIT # . DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: ELIZABETH COWAN AGENT: MR. C'S PLUMBING & SEPTIC INC. LOT: 18 & 19 BLOCK: 46 SUBDIVISION: MIAMI SHORES SEC 1 PROPERTY ID # : 11-3206-013-6240 [ Section/Township/Parcel No. or Tax ID Number ] TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE,OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [✓] YES [ ] NO NET USABLE AREA AVAILABLE: 0.21 ACRES TOTAL ESTIMATED SEWAGE FLOW: 200 GALLONS PER DAY [RESIDENCES-TABLEI ] AUTHORIZED SEWAGE FLOW: 525 GALLONS PER DAY [ 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 300 SQFT UNOBSTRUCTED AREA REQUIRED: 300 SQFT BENCHMARK/REFERENCE POINT LOCATION: FFE10.1' ELEVATION OF PROPOSED SYSTEM SITE ISO [INCHES ] [BELOW J BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: NA FT DITCHES/SWALES: NA FT NORMALLY WET? [ I YES [✓] NO WELLS: PUBLIC: NA FT LIMITED USE: NA FT PRIVATE: NA FT NON —POTABLE: NA FT BUILDING FOUNDATIONS:9 FT PROPERTY LINES:30 FT POTABLE WATER LINES:10 FT SITE SUBJECT TO FREQUENT FLOODING: 10 YEAR FLOOD ELEVATION FOR SITE: SOIL PROFILE INFORMATION SITE 1 [ J YES [✓] NO 10 YEAR FLOODING? ( ] YES [✓] NO FT MSL/NGVD SITE ELEVATION:10.1 FT MSL/NGVD MUNSELL #/COLOR TEXTURE DEPTH IOYR 3/1 DG SAND FILL 0 TO 40 REFUSAL FRAC ROCK 40 TO 40 TO TO TO TO TO TO TO USDA SOIL SERIES: URBAN LAND OBSERVED WATER TABLE:>72 INCHES [BELOW ESTIMATED WET SEASON WATER TABLE ELEVATION:79.2 HIGH WATER TABLE VEGETATION: [ ] YES [,/] NO SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING:0.6 DRAINFIELD CONFIGURATION: [ ] TRENCH [�/] BED REMARKS/ADDITIONAL CRITERIA: SITE EVALUATED BY: SOIL PROFILE INFORMATION SITE 2 MUNSELL #/COLOR TEXTURE DEPTH 1 OYR 3/1 DG SAND FILL 0 TO 40 REFUSAL FRAC ROCK 40 TO 40 TO TO TO TO TO TO TO USDA SOIL SERIES: URBAN LAND ] EXISTING GRADE. TYPE:[APPARENT ] _ INCHES [.BELOW ] EXISTING GRADE MOTTLING: [ ] YES [✓] NO DEPTH: NA INCHES DEPTH OF EXCAVATION:O INCHES [ ] OTHER (SPECIFY) H WT 3.5' AS PERMIAMI DADE CONTOUR MAP DATE: DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC Page 3 Of 4 INSTRUCTIONS: PERMIT #: APPLICANT: AGENT: LOT, BLOCK,SUBDIVISION: PROPERTY ID#: PROPERTY SIZE: Permit tracking number assigned by County Health Department. Property owner's full name. Property owner's legally authorized representative. Lot, block, and subdivision for lot. 27 character number for property (property appraiser ID # or section/township/range/parcel number). Check if property size at site conforms to submitted site plan. Record net usable area available - lot area exclusive of all paved areas and prepared road beds within public rights -of -way or easements and exclusive of streams, lakes, normally wet drainage ditches, marshes, or other such bodies of water. SEWAGE FLOW: Record the estimated sewage flow for the establishment from Table 1 (residential) or Table 2 (non-residential), Chapter 64E-6, FAC. Record the authorized sewage flow for the lot based on net usable area and water supply (1500 gallons per day per acre for private water supplies and 2500 gallons per day per acre for public water supplies). If authorized sewage flow does not equal or exceed the estimated sewage flow, the application must be denied. UNOBSTRUCTED AREA: Record the square feet of unobstructed area available and the amount required. Unobstructed area must beat least 2 times as large as the drainfield absorption area and at least 75 percent of the unobstructed area must meet minimum setbacks in Chapter 64E-6, FAC. The unobstructed area must be contiguous to the drainfield. BENCHMARK INFORMATION: Record the location of the benchmark. If using a surveyor's benchmark record the actual elevation. Record the elevation of the proposed system site in relation (above or below) to the benchmark. MINIMUM SETBACKS: Record minimum setbacks which can be met to all listed features. Actual measurements must be recorded or "NA" for non applicable features. Features on site plan or within 75 feet of the applicant lot must be measured. The location of any public drinking well within 200 feet of the applicant's lot must also be verified. FLOOD INFORMATION. Record information on lot's subject to flooding. For lots subject to flooding record 10 year flood elevation for site and actual site elevation. SOIL PROFILE INFORMATION: Two soil profiles within the proposed absorption area to a minimum depth of 6 feet or refusal are required. Soil identification will use USDA Soil Classification methodology (Munsell colors and USDA soil textures). Refusals must be clearly documented. Provide USDA soil series if available, record "UNK" if the series cannot be determined. WATER TABLE: Record the depth of the observed water table at the time of the evaluation. Mark "perched" or "apparent" as appropriate. Record the estimated wet season water table elevation based on site evaluation, USDA soil maps, and historical information. Indicate if there is high water table vegetation present. Indicate if mottling is present and depth. SOIL TEXTURE: Record soil texture or loading rate for system sizing. DEPTH OF EXCAVATION If applicable record depth of excavation required. Record "NA" if not applicable. DRAINFIELD CONFIGURATION: Check drainfield configuration required. Ifother, specify type. ADDITIONAL CRITERIA: Record any additional remarks pertinent to site or installation. Ex. Dosing required. SITE EVALUATED BY: Signature of evaluator, title, and date of evaluation. Professional engineers must seal all documentation submitted. ELEVATION WORKSHEET ELEVATION OF BENCHMARK / REFERENCE POINT IS: BENCHMARK SITE I SITE 2 SITE 3 [+] SHOT H.1 H.I. H.I. H.I. [-] SHOT [+ SHOT [-] SHOT Department of Regulatory and Economic Resources MIAMI•DADE Impact Fee Receipt Process Number: M2018011119-0 Batch: Collection Number: 123620 Folio: 1132060136240 Site Address: 321 NE 93 ST Fee Payer: ELIZABETH JENNIFER COWEN Collection Date: 06/22/2018 821 NE 83RD STREET MIAMI SHORES, FL 33138 Fee Type Dist Category Cat Category Description Units Id Code Sufix AREA 1 5002 00 UNIT SIZE (SQ FT) 444.00 e Extended Deferral Deferral Amount Amount Admin $0.92 $407.59 Total: $407.59 - Deferred Amount: + Deferred Admin: Total Amount Due: $407.59 Paid Check: $0.00 Paid Cash: $0.00 Paid Credit: $407.59 Paid Convenience Fee: $8.28 Total Paid : $415.87 Report run on: June 22, 2018 01:44 PM Page 1 of 1 STATE OF FLORIDA DEPARTMENT OF HEALTH APPLICATION FOR CONSTRUCTION PERMIT Permit Application Number --------------------------- PARTI!- SITEPLAN--------------------------- Scale: Each block represents 10 feet and 1 inch = 40 feet ■■■ ■■■■■■■■�����■■■ WPM t■■■ i i■�ii i!■i■1i ■■■■■i■i■■!i■ii�lii■liii■■�■r■■■■■ ■■T■��!■�■!■*�■�■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ Septicmay affect the New r. • Notes: 321 NV— --t a Sr- &,W won-,-l oxi AQ Site Plan submitted by: c Plan Approved Not Approved Date l a 1) `-t t' By County Health Department ALL CHANGES MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT DH 4015, 08/09 (obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC Page 2 of 4 (Stock Number: 5744-002-4015-6) STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM EXISTING SYSTEM AND SYSTEM REPAIR EVALUATION Lt-c- t�) C 1'. 1' f1 ( PERMIT # CONTRACTOR / AGENT: tAT S FCvlf%l6 �- S-e LOT: 18 BLOCK: � / 6 SUBDIV: � 'y6cZtip' ! ID#: i �r o{ %j- ioa Lt)D TO BE COMPLETED BY FLORIDA REGISTERED ENGINEER, DEPARTMENT EMPLOYEE, SEPTIC TANK CONTRACTOR OR OTHER CERTIFIED PERSON. SIGN AND SEAL ALL SUBMITTED DOCUMENTS. COMPLETE ALL APPLICABLE .ITEMS. COMPLETE TANK CERTIFICATION BELOW OR NOTE IN REMARKS WHY THE TANKS CANNOT BE CERTIFIED. EXISTING TANK INFORMATION [-7 S�D I GPD ATU GALLONS�ICVWKI LEGEND: N �c MATERIAL: BAFFLED: Y0j ' N] [ j GALLONS GPD ATU LEGEND: MATERIAL: BAFFLED:[Y / N] [ ] GALLONS GREASE INTERCEPTOR LEGEND: MATERIAL: [ ] GALLONS DOSING TANK LEGEND: MATERIAL: # PUMPS:[ j I CERTIFY THAT THE LISTED TANKS WERE PUMPED ON f �/ t 3/ r7 BY OVV ' G Z ;Lln"' + S e jOI f `c,� HAVE THE VOLUMES SPECIFIED AS DETERMINED BY / FILLING / LEGEND ], ARE FREE OF OBSERVABLE DEFECTS OR LEAKS, AND HAVE A�[�S�¢L / OUTLET FILT$R DEVICE ] INSTALLED. SIGNATURE OF LICENSED CONTRACTOR BUSINESS NAME DATE EXISTING DRAINFIELD INFORMATION [ '�0 0 ] SQUARE FEET PRIMARY DRAINFIELD SYSTEM NO. OF TRENCHES [ ] DIMENSIONS: P6 X �p C ] SQUARE FEET SYSTEM NO. OF TRENCHES [ ] DIMENSIONS: X TYPE OF SYSTEM: [ )Q STANDARD [ ] FILLED [ ] MOUND CONFIGURATION: [ ] TRENCH [)O] BED [ ] DESIGN: Q61 HEADER [ ] D-BOX [j6] GRAVITY SYSTEM [ ] DOSED SYSTEM ELEVATION OF BOTTOM OF DRAINFIELD IN RELATION TO EXISTING GRADE INCHES [ ABOVE FLOW] SYSTEM FAILURE AND REPAIR INFORMATION [ 1 q5O ] SYSTEM INSTALLATION DATE TYPE OF WASTE [ X. DOMESTIC [ ] C0MMERCIAL GPD ESTIMATED SEWAGE FLOW BASED ON [ ] METERED WATER [` ] TABLE 1, 64E-6, FAC SITE [ 1 DRAINAGE STRUCTURES [ ] POOL [ ] PATIO / DECK [>61 PARKING CONDITIONS: [ ] SLOPING PROPERTY [ ] NATURE OF [ ] HYDRAULIC OVERLOAD [ ] SOILS [ ] MAI CE [ ] SYST E FAILURE: [ ] DRAINAGE UN OFF [XITANK OOTS [ ] WA=/ER E [ ] FAILURE ] SEWAGE O MOUND [ [ ] D [ ] DVdNFELD SYMPTOM: [ ] PLUMBING BACKUP [ ] REMARKS/ADDITIONAL CRITERIA S . -�- t r�l }G n o 1A SUBMITTED BY: r TITLE/LICENSE Sr;�z©ro l� DATE: DH 4015, 06/09 (Obsoletes previous editions which may not be used) 1 Incorporated 64E-6.001, FAC Page 4 of 4, Mr. C's Plumbing & Septic, Inc. YOU CLOG IT - WE CLEAR IT W Mailing Address: P.O. Box 693239 Miami FL. 33269 WORK ORDER / INVOICE 810 Ph: Dade: (305) 651 - 7859 / (305) 651 - 5652 Ph: Brow:- (954) 927 - 2140 Fax: (305) 661 - 5610 HRS approved SR0061536 Licensed & insured e ' :2 niorneT" serve WarkTel. P.O• ❑ Commercial StaAnq Data Z IIJ Residontial Job Name r No Job Location ' IrNoice Date JobTal. P.U.MP-OU:T COST: R E. N.D -E.:R E p . TAfiKs SEWER -JET COST OTHER SERVICE. COST 2 ❑ Pressure dean tank ❑ Tank Lid []GreaseTrap Tclank ❑ Drainfaeld Jetting ❑ Tank Repair Drain / Catch Basin ❑ Jet main line ❑ Baffle Repair / installation ❑ Catch Basin / French Drain ❑ Jet incoming - line ❑ Line Repair / installation ❑ Lift Station / Holding Tank ❑ Jet outgoing - line ❑ Locate tank ❑ Soakage Pit ❑ Jet internal - fine Septic Tank Inspectio!n ❑ Sludge / Grease removal ❑ Jet lateral line ❑ Snake Line ❑ Dirt / Sand removal ❑ ❑ Clear Toilet ❑ ❑ ❑ Plumbing Repair ❑ X Hours D x Hours ❑ X Hours SUB -TOTAL- -SUB-TOTAL SUBTOTAL .'.. � SERVICE WAR.RANT'Y ❑ Drainfield cleaning - use jet machine to remove sludge build - up from drainfield. Warranty is for ninety (90) days failure of the drainnfield during the warranty period Mr. C's Plumbing & septic, Inc. will credit $ towards the cost of a new drainfield. ❑ Drainfleld system not working at this time, therefore service provided is only temporary and not under warranty. ❑ The service provided is a cleaning procedure and not under warranty. ❑ Jet mainline - warranty Is for days. Warranty Is voided N fine is damaged or corroded. PROPOSED ESTIMATETO. CORRECT SEPTIC SYSTEM . Estimated Cost D E S C R 1 PT I O N. OF WORK ❑ ❑ System rewires new sq. fL Drainfieid. System requires new X Tank Lid_ ' — ❑ System requires new Gallon Tank. r ❑ System requires ft. of new line. ` ❑ System requires pressure cleaning / jetting of lines. D TOTAL ESTIMATED COST $ CD ' CID W kj & i a WRITTEN PROPOSAL LEFT WITH LAYOUT OF s E PT t c SYSTEM CUSTOMER CHARGE We are not responsbe for roof or water damage or damage SERVICE done to property, pipes or underground utTi des or for damage done to old or faulty plumbing. Pump Out UNDER NO CIRCUMSTANCES ARE WE LIABLE FOR CONSEQUENTIALOTY, DAMAGE. Sewer Jtt By signing this contract customer agrees that a payment is not mceked Other for services rendered or it collection proceedings are necessary to enforce pwrnenL customer sheaf be Liable to Mc c's Plumbing & septic Inc. andAor assignees Wall costs and reasonabte attorrx" fees incurred to enbrce its rkjm& OR WORK DONE PER UNIT AMOUNT / J 1 Authorize the above services. V• a PAYMENT DETAILS TERMS OF PAYMENT CREDIT CARD ❑ CASH ❑ BILLING ❑CHECK ' 'be radt5facnary complegon of work described above. /1 �. � fd 4 7 Sr �%` "YOU CLOGGED ff. WE CLEARED IT...... THANKS FOR CHOOSING MR. C's PLUMBING & SEPTIC, INC. • Mr. Cis Plumbing & Septic,. Inc. f rf f 19932 NW 2ND Avenue P.O Box 693239. Miami, Florida 33269-0239 Dade: (305) 651-7859/5652 Fax: (305) 651-5610 Brow:(954) 927-2140 License # CFC1428729 INSPECTION REPORT Date 2 l� Inspected By: inspection Fee: Service Technician n A Property Inspected: -, 7-1 IvL "! 5-/ / Septic Tank Location: North ❑ South ❑ East ❑ West ❑ Front 0-rear ❑ Side $ Z�� Inv. No Septic Tank Depth: /ft. Septic Tank Size: J V Gals. Tank Baffled: �es ❑ No rZ Type: ❑ Concrete. ❑ Fiberglass. ❑ Septic Tank Meas.: L: 7�' W:-_ D: Drain field size is approx: sq. ft. No. of Bedrooms j ] Water Supply: ❑ Well ❑ City Septic System conforms to (64 - E F_ Admin. code): ❑ Yes ❑ No System adequate ❑ Yes ❑ No Condition of Tank Lids: Cf Satisfactory ❑ Unsatisfactory Needs to be: ❑ Replaced ❑ Repaired Septic Tank Fluid Condition: Lli Satisfactory ❑ Unsatisfactory ❑ Needs Pressure cleaning ❑ Sludge Level: _ Preventative Pump Out To Be Done: ❑ ASAP 0 1YR Ck25(R Condition of Absorption Area and Junction Box: 13Dry ❑ Moistened ❑ Saturated Any evidence of sewer backup? ................................................... ❑Yes BNo. After running water for several minutes, was there any evidence of a possible backup. ❑Yes CWo' Corrective Measures Needed : ft. Replace Septic Tank $ Pump Tank $ Mainline Jetting $ Replace Lid $ Drain field Jetting $ Baffle Replacement $ Replace Drain field $ Mainline Replacement $ ❑Pressure Cleaning ❑Dirt/ Sludge Removal $ $ Total estimated cost $ Septic systems are underground making it impossible to state, with certainty, their overall condition. all systems require regular maintenance such as pumping. No one can predict when a system will fail. This report comments only on the functionality on the day of inspection and is not a warranty. Reason for Inspection: Cam'' C GATsol �� 12h4/2077 ' Property Search Application - Mianri-Dade County } . OFFICE OF THE PROPERTYAPPRAISER Summary Report Property Information Folio: 11-3206-013-6240 Property Address: 321 NE 93 ST Miami Shores, FL 33138-2854 Owner JENNIFER D LITOWITZ JTRS ELIZABETH COWEN JTRS Mailing Address 321 NE 93 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds I Bates I Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,972 Sq.Ft Living Area 1.598 Sq.Ft Adjusted Area 1,781 Sq.Ft Lot Size 9,525 Sq.F1 Year Built 11950 Assessment Information Year 2017 2016 2015 Land Value $285.614 $238,138 $228,341 Building Value $143,584 $144,617 $146.683 XF Value $1.344 $1,354 $1,137 Market Value $430,542 $384,109 $376,161 Assessed Value 1 $386.748 $378.794 $376.161 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $43.794 $5,315 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)_ I Short Legal Description MIAMI SHORES SEC i AMD PB 10-70 LOT 1S W1/2 LOT 19 BLK 46 LOT SIZE 75.000 X 127 OR 21299-1156-57 04 2003 1 COC 23484-4892 05 20051 Generated On: 12/14/2017 Taxable Value Information 2017 2016 2015 County Exemption Value $50,0001 $50,0001 $50,000 Taxable Value $336,748 $328.7941 $326,161 School Board Exemption Value $25.000 $25,000 $25,000 Taxable Value 1 $361.748 $353.794 $351,161 City Exemption Value $50,000 $50.0ool $50,000 Taxable Value 1 $336,7481 $328,70AI $326,161 Regional Exemption Value $50,0001 $50,000 $50,000 Taxable Value $336.7481 $328,7941 $326,161 Sales Information Previous OR Sale Price Book- Qualification Description Page 07/18/2014 $530,000 92 Qual by exam of deed 05/01/2005 $495,500 48a Sales which are qua68ed 04/01/2003 $335,000 211598 Sales which are qualified 11/01/2001 $0 20049- Sales which are disqualified as a result of 0360 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This websile may not reflect the most current information on record. The Property Appraiser and Miami -Dada County assumes no liatwlity, see full disdatmer and User Agreement at hitp:/Avww.miamidade.gmAnfold!Waimer.asp Version: I- TORR C O N S T R U C T I O N RECEIVED JUL 2 5 7018 Project. '21 NE 93n1 St Miami Shores. FL '3138 CONTINUATION SHEET A 1A D0CU711EAfT G-o3 PAGE OF PAGES 101 AIA Document G702, APPLICATION, AND CERTIFICATION FOR PAYMENT: containing APPLICATION NO: VE REVISION Contractor's signed certification is attached APPLICA t ION DATE: 7 ! 6 j 2 I& In tabulations below. amounts are stated to the nearest dollar. PF,RIOD TO: Use Column I on Contracts where variable retalnage for I ne itenns nnaY apply ARCHITF,CT'S PRO1F•C I' NO: A B C D F• F G H i 11'F61 DFCCRIPTIO\ OF N'OKK. SC'111'rXI 1:1) WORK COMPLETED MATERIALS TO aI. B lI\NC'F• RETATNAGF NO VALUL PRLSL•NILY COMPLETED IG"i C) 101•iA;S11 (IF VARIABLE FROM 11RE V1OCS 1111 PERIOD APPLICATION STORED .AND STORED (C - G) RATE) (D < F..) (NOT IN TO DATE. DORF) (D+F.F) General Conditions (Supervision, port-o-john. dwrpsters, office support. 1 subt: Iaals. schedule updates) S 0,800.00 S $ S S 0.061; 5 9,c0E1.00 S 2 Demolition (m)sc uteTlorexterior demo) $ 2,20R 00 S S S S OAO% S 2.20S0o S 3 Shell. concrew and lnalor demo (Floor and roof trusses are included) $ 54,640.00 $ 5 S $ 0 0w; S 54,6C0.110 S 4 Carpentry (Pergola, baseboard, crown molding, etc.) $ 5,60001 S y S S O.00q-o S 5.600.00 S 5 Roofing S 11,37500 S S S 5 0,00 , 5 11.375.00 S 6 Doors and Windows $ 2,175.46 S S S S 0.00% S 2.+75 46 S 7 Drywall and Framing (Insulation included) $ 5,44100 S S S S 0.00% S F 442.0(i S 8 Painting - Interior & Exterior (Inr:nor $1,504 D0. Exterior S1 072.00) S 3.476.00 S $ S 5 0.('O% S 3,476.00 S 0 Stucco $ 4 280 On S S S S 0 0000 S 4.28-1Au S 10 Plunlbing S 6,750.00 S 5 S S 0 00% 5 6,74;q (10 S II 11VAC a Ton t Init Included) $ 6900.00 S S S S OA01•" S 63100.00 S 12 Electrical S 13,450 Of) S 5 $ S 0.00°0 $ 1:,4i0 OO $ - 1 + OHR P $ 12 920.65 S S S S 0 00% S 1292065 S 14 Insurance S 2,13330 S $ S $ 0flf)% S 2,1s3.3o S I i S - S S S S o 00% S S 16 S S $ S 5 0.00% 5 $ 17 S S S S 000% S S 18 5 S - S S S 0.00% S C - 19 S S $ S $ 0.00% 5 S 20 S S S 5 0 00" 0 5 S 21 S S $ S S - 0.00% S $ - 22 $ S $ - S S - 0.00% S $ _ GRAND TOTALS $ 144.,Srt .f) c c 5 f r, oa^" S 144-',4;Q Sii S Users may obtain validation of this document by requesting of the license a completed AIA Document D401 - Certification of Document's Authenticitv AIA DOCUMENT GTO: CONTINUATION SHEET FOR G702 `992 EDIT'ON AIA x1992 THc A6!ER;(JAN INSI.TUTE OF ARCHITECTS 1735 NEW YORK AVENUE, N.W. N.ASHINGTON. D.C. 20006-5232 G703-1992 f MIAMDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION fir. 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy ECO Windows Systems, LLC 9114 N. W. 106t' Street, Medley, FL 33178 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 .ithe accepted manner, the manufacturer will incur the expense of such testing and the AHJ may imutediately reVpjcp. Znodify..gr.. suspend the use of such product or material within their jurisdiction. RER reservesetlie right ro.wvoke thus acceptance, if it is determined by Miami -Dade County Product Control Section that thi.-ptMuct or n6terial fails•tt; • meet the requirements of the applicable building code. """ ' This product is approved as described herein, and has been designed to comply with the•1"rorida BuiVin� Code,' .... . . ..... including the High Velocity Hurricane Zone. • ...... .... ..... DESCRIPTION: Series "700" Aluminum Sliding Glass Door w/ Reinforcements-b.A.1k • • • • • • • • • • • APPROVAL DOCUMENT: Drawing No. W13-49 REV D, titled "Series- 700 Alum �YIS. E'rlass.Door (L.M.1.1" sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last wvisewi on J4N 2S' 2018. signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Confrcl kivision ctame withWee Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section! • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressures Vs Reinforcing, glass types and anchor capacity charts in sheet 5. Exterior (positive) design pressures are limited to +70 PSF w / 2-3/4" sill riser and +47.0 PSF w/ 2" sill riser. Lower design Pressure from charts applies to entire system. 2. See approved configurations in sheets 1 thru 4. The max frame are of alternate sizes not to exceed tested frame area per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this 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 #15-0612.05 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 Ishaq I. Chanda, P.E. NOA No. 18-0129.13 MIAMI DADE COUNTY Expiration Date: March 20, 2019 1 (_ Approval Date: March 22, 2018 S\1 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W13-49 REV C, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under file #13-0912.02) 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, T4kS ;!(0-94 • • • • • • • • • •; • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS•202-94 :"• '. ......... along with marked -up drawings and installation diagrams of Alum s '.11jjg..•Glass dg..ors, • prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-740& dated 09413/2013 aflcr • • : last revised on 02/10/2014, signed and sealed by Marlin D. Brinson, P.•E' • • • • • • •; • •, Note: The above referenced test report has an addendum letter datedYM 4 0, 2GT4: i gsued by • Fenestration Testing Lab, Inc., signed by Ms. Iliana Sanchez, test re;z, t author. . • C. CALCULATIONS • • • • • • 1. Anchor verification calculations and structural analysis, complying w4h FBC�414 (Sty • • • •: Edition), prepared by Al Farooq Corporation, dated 06/10/15 and last revised•dn•DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Kuraray Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/10/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 03/25/13 approved by Jaime D. Gascon,IP.E.ah�-- Is aq I. Chanda, P.E. Product Control Examiner NOA No. 18-0129.13 Expiration Date: March 20, 2019 Approval Date: March 22, 2018 E-1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W13-49 REV D, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by AI-Farooq Corporation, dated 09/27/13 and last revised on JAN 23, 2018, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE + •' •' • • • • • • 1. Miami Dade Department of Regulatory and Economic Resources (RER). • • • • • ...... .... •....• E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America"�fornjerj:l:. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clearAoolor PVB—glass ..:..' interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring brf 67/08/19' • •' •; • 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray AmericjYnc.kformer t.l. 0 DuPont DeNemours & Co., Inc.) for the "Kuarary Sentry Glass & Interlayie, ;icpirirag on 07/4/23. 000000 ' •• • F. STATEMENTS 1. Statement letter of conformance to FBC 2017(6th edition) prepared by Al-Farooq Corporation, dated JAN 23, 2018, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA # 15-0612.05, expiring 03/20/2019. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 18-0129.13 Expiration Date: March 20, 2019 Approval Date: March 22, 2018 E-2 INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 SEE CHART #1 ON SHEET 5 FOR GLASS CAPACITY AND REINFORCING REQUIREMENTS. STEP 2 SELECT SILL TYPE FROM SHEET 7 AND LIMIT EXT.(+) DESIGN PRESSURE AS SHOWN ON DETAIL. STEP 3 SEE CHART #2 ON SHEET 5 FOR ANCHOR CAPACITY. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 1 THRU 3 SHALL APPLY TO ENTIRE SYSTEM. a C DAYLITE OPENINGS WIDTHS: FIXED STILE -INTERLOCK = PANEL WIDTH - 7.125" INTERLOCK -ASTRAGAL = PANEL WIDTH - 7.250" DAYLITE OPENING HEIGHT: PANEL HEIGHT - 6.50" PANEL HEIGHT = DOOR FRAME HEIGHT - 1.5625" THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES-700 ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE _ DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE .REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 5" MAX. HEAD 4 3/8" 13" MAX. TYP. HEAD CORNERSI F _ i or" CLUSTER OF 6 ANCHORS AT INTERLOCK ENDS SEE SHEET 5 FOR CAPACITY N DOOR FRAME WIDTH A ' INTERLOCKS WITH OR WITHOUT REINFORCING ------�_ -�-----t II II II II SEE CHART #1 C II II II II , I F_ I IC) __--—� —_---- �/ co 0 o w a. a ill Ili II II a I I p --=--r �I II I I it l II II II II II II B 41 3/4" 41 3/4" FALSE MUNTIN D.L. OPG. D.L. OPG. OPTIONAL 48 7/8" 48 7/8" PANEL WIDTH rre�« nwni i 5 MAX - SILL 13" MAX. 0 CORNERS SILL �Q . CLUSTER OF 6 ANCHORS AT INTERLOCK ENDS SEE SHEET 5 FOR CAPACITY TYPICAL ELEVATION ox ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 72 SQ. FT. • • fn � • u "R09UC F REirild w V) m w as aompwn with titre F1046 sodding Code a zo_ AswptaaceNo 1V-012 3 o mqbmw DateMA22a, Fct»�t LAMINATED- GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT \��11t1111►JJ�' .7 2 21''R: ST OF \JJlllllt V0 U w rn I M Z M O Q W I Q N N a O 0 W N XM t7 h_ LL CL voW� Ol '- M o 0 ao oo 0 OHM I Ix O Q� w:�'n Zln -o M J zm W i. N • rn • Jco to vo o•1 p • • • •• co — Lo V) W ... • O 1 f-• • x X o • d? N j O• to; i' a Z. 00 o �Z}-o WO N J M it U Lo Lw ( sheet 1 of 12 ) CLUSTER OF 5" MAX. 13" MAX. 4 3/8" 6 ANCHORS AT INTERLOAGAL HEAD HEAD P. --SEE SHEET C5/FOR RCAPACITY ENDS CORNERS .? 1 A7-7 /4 r." DOOR FRAME WIDTH A ' INTERLOCKS WITH OR WITHOUT II II REINFORCING SEE CHART #1 �I I� H C II II �====�t=== G D II II r = O -- W W — J O Z 0)IL O II II I I � II II ===�T-___ II II II II I I II II II II II II ----_- c O d II II B I 42 1/16" 42 1/16" FALSE MUNTIN D.L. OPG. D.L. OPG. OPTIONAL 49 3/16" 49 5/16" PANEL WIDTH ASTRAGAL SILL 13" MAX. `0 CORNERS PANEL WIDTH INTERLOCK CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS TYPICAL ELEVATION SEE SHEET 5 FOR CAPACITY oxx N mm � Qz �0 ;O o U VC) U w (19 I z h F(D Q W W Q 2 m I a a O W C4 O a >" W W it c1= LL O0W v O W ei O'Orxm 0 O daQ a"I O ay9 O cwq Q WALL N ui - 0 Og QW COM1 H . . ...... • • ^ N00000 • f 1 • LO • • J .. In . . ro •..•.• •..• C) •� • O • • • ^ •..• C, 0 0 •• O •...• •••.• U) ••• f•7 •...• • V) 5 . • `� •• •• �� • X ...•.• LAj ¢ • • • L j �rOi'� rn ..•... Z CIO O j n > z 0 Lir w O o' U � Ld W oo : W W "WbucrREVmm o a o ` ��Mitb the ✓I W N of W N � o � o Ase,pMc,Nq W� W W a mspw*w ORtC 20 N a ~ �- C) - N 'ttoLO00 1 o � o o � o ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 110.7 SQ. FT. __ ® A �,� P2 o E Or e I c, Q ° r cn F A 70592 - T a _ O Y 2 sa ' 5 FOR •��� drawing no. i . �1 ►\� sheet 2 of 12 5" MAX. HEAD CORNERS CLUSTER OF 13" MAX. 4 3/8" 6 ANCHORS HEAD p AT INTERLOCK/ASTRAGAL ENDS �. -F— ~ SEE SHEET 5 FOR CAPACITY ? 192" �A 9s DOOR FRAME WIDTH A ' II II j II II II II I I ===rt;__= I I I I 11 II II II II II II II I I II II II II I1 II II II II--- II B INTERLOCKS WITH OR WITHOUT SEE CHART #1 G � <= 11 II — II II II II I I t�====ter=== I I I I II II II 11 II II II II !1 PF-: II II I I II II II II II II I�+I II II II INTERLOCKS WITH OR WITHOUT REINFORCINGREINFORCING SEE CHART#1 uj muj aOf -' 0 N 0 YANtL MUM INTERLOCK ASTRAGAL INTERLOCK 5" MAX. SILL 13" MAX. 0 CLUSTER OF CORNERS SILL �� ANCHORS TYPICAL ELEVATION\-6 AT INTERLOCK/ASTRAGAL ENDS OXXX SEE SHEET 5 FOR CAPACITY ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 144 SQ. FT. M ODUC f RrAND as oumPbg with the rmww 604&ng (cede AueFt"ce Ne1.13 date -2-0\l q ENgj •° ® r IN . i0592 3 2P:: S OF VC) U w rn I M Z M h 3 0 i F- m a W Q 2 N d IL �. O0�`p O a�N (0 v oWvi p'orrm o OCL0<'m 0 NN2 Q MZOJ N ZN� o 0 to a Lu •••• LLI rr''• rn J • �n Uf 00 O .. . 00 • • 0 O V) W•••• •• CD V L V-1) rn N �•co Lo Q Z CO o 2 r o W fn O N -'I v W E U oo w N WaO�� [sheet 3 of 1 2 ) 1- w 0 0 0 DOOR FRAME W. w 0 0 0 C E D ' a B OX (SHOWN) XO X nnnRFPAKAF WInTW OXX (SHOWN) XXO nr1(1R PPAUP WInTH OXO (SHOWN) DOOR FRAME WIDTH Q C D ;; G D I H j —L� B _j,IL=i OXXX (SHOWN) OXXO XXXX APPROVED CONFIGURATIONS O 0 CA I GRI V M DOOR FRAME WIDTH (SEE Dp TABLE) © M r.dy 1r \ 1 Ee NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. O VRODUC F REVL* as complying with the F; sd& #wiling CO& Woetptance Feu%13 Date�2-ci Oak.OotH d ate.. f� o C) w rn I Z Mh OZ Q � a i � a I a a � op�p 0 °a W N .. O �NM v owe cyxFM o O aoa ONN9 0 QW�LL� LL.Ztn -o o2 c� m a WM .••.. .... o rn • �� J • LA • �. 0 ••..• 0 S� • rn z 9•• .:••' C� GJ Q • CD • • c S. •.••. r Fr) N ZLL. oo o 3 Z>- o w N OJM it U o� � w N Wco:2 LF,-J o. 70592 U YE OF .�q�v drawing no. R10 P- W 13 - 49 ®' A� ,\�\�\ sheet 4 of 2 CHART #1 DESIGN LOAD CAPACITY - PSF (GLASS) AVERAGE PANEL WIDTH INCHES DOOR FRAME HEIGHT INCHES GLASS TYPES 'B', 'B1' GLASS TYPES 'A', 'Al' WITHOUT REINF. WITH REINF. EXT.(+) INT.(-) EXT.(+) INT.(-) 30 36 42 48 54 82 1 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 1 80.0 70.0 80.0 62.2 71.1 62.2 71.1 30 36 42 48 54 84 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 62.2 71.1 62.2 71.0 30 36 42 48 54 90 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 - - 62.2 71.1 30 36 42 48 54 96 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 - - 62.2 71.1 30 36 42 48 98 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 30 36 42 48 102 - - 70.0 80.0 - - 70.0 80.0 _ - 70.0 80.0 - - 70.0 80.0 30 36 42 48 108 - - 70.0 80.0 - - 70.0 80.0 _ - 70.0 80.0 - - 70.0 80.0 CHART #2 LOAD CAPACITY - PSF (ANCHORS) AVERAGE PANEL WIDTH INCHES DOOR FRAME HEIGHT INCHES 6 ANCHORS AT MTG. STHE ENDS EXT. (+) INT.(-) 30 36 42 48 54 82 162.2 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 71.1 30 36 42 48 54 84 1 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 62.2 71.1 30 36 42 48 54 90 1 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 62.2 71.1 30 36 42 48 54 96 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 62.2 71.1 30 36 42 48 98 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 30 36 42 48 102 1 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 30 36 42 48 108 70.0 80.0 70.0 80.0 70.0 80.0 70.0 1 77.9 3/16" HEAT STREN'D GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' r 3/16" HEAT STREN'D GLASS z F / it \ m I j \ o_ I I rn� En In SILICONE DOW 899 GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS 3/16" HEAT STREN'D GLASS .090" Interlayer [Trosifol PVB By 'Kuraray America, Inc.' r-3/16" HEAT STREN'D GLASS LLJ Z I- / \ yam ^7- � 23 SILICONE DOW 899 W x \, r 29 / ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE FOR DOORS WITH 2-3/4" SILL HEIGHTS. FOR 2" SILL HEIGHT LIMIT EXT.(+) LOADS TO 47.0 PSF GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS 3/16" TEMP. GLASS 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' r 3/16" HEAT STREN'D GLASS IITI I \ ji j. j: \ I II II 28 M SILICONE , DOW 899 ww\ /CARDINAL XL EDGE SPACES • ST. STEEL • • GLASS TYPE 'AI' sees•• 1" OVERALL INSUL LAM. GLASS • sees.• •ss• • 3/16" TEMP. GLASS ..sees 3/8" AIR SPACE •• •' see••• 3/16" HEAT STREN'D GLASS : • .090" Interlayer : • • • Trosifol PVB • • • By 'Kuraray America, Inc.' r 3/16" HEAT STREN'D GLASS z LJ I �I m o: I V) 23 Ij Ij \ 28 \ O Ld \ \ 29 GLASS TYPE 'BI' 1" OVERALL INSUL LAM. GLASS GLAZING OPTIONS DOORS WITH 1-1 /8" SILL HEIGHTS ARE NOT APPROVED FOR W80DUC f REV;I" INTERLOCKS WITHOUT REINF. INTERLOCKS WITH REINF. WATER INFILTRATION RESISTANCE asamptyiagwith 4beFkml& SEE SHEET 7 FOR DETAILS icing Cek NOTE: SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. SEE CHART #2 FOR ANCHORS CAPACITY. LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. Acceptance No 1 r pk*d9a Date 11 NOTE: ONJIllapmal4ellod GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SILICONE DOW 899 CARDINAL XL EDGE SPACER ST. STEEL u i - 0 0 w rn I r7 Z 00 3 O Z / M 'P Z H w a Q 2 . a I 0 0 a j N LLI LL O'+ 0 (A V G W ei Q'0-M 0 lO a C Q I 03 O ap O 000 O W LLL N Z N - to M QZ tYi Q W ISc2 2 r- sees• sees o • • \• QI • _I • uI • ck�� 00 sees* o•• • • • 00 • sees ,� � • • vNi e• GJ • • see• F-L• 0 X sees• -] c� V) L •' U Z �i s • sees• o coiD • (/� 3i Si � rn • U ZD 0 00 Q Z 00 o O Z� o W O N ,ro U oo Lw LLJ LEI 00 M M M 0 0 o o � N N 2 W O W O L W W W W a a a a N a Zi a v x D X D 0 O o 0 L vo o N I N 0. ON2 O a 2111 _ N � U A OF ��� drawing no. Ilk- -*- -���. W13-49 �I NAL � � \ sheet 5 of 12 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. t TYPICAL ANCHORS: SEE ELEV. FOR SPACING - FTYAT HEAD — PE 'A'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) THRU 1BY OR 2BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'B'— 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED TYPE 'C'— .114" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) — —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)— — — — AT SILL — - — — — — FTYPE 'B'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) ] DIRECTLY INTO CONCRETE ——1-3/4" MIN. EMBED — — — — — — — J AT JAMBS- — — — — TYPE 'A'— �4" DIA. ULTRACON BY 'ELCODIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS TYPE 'B'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS TYPE 'C'— 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) — —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)— — J ANCHOR EDGE DISTANCES INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. RRODuc F :iIEWam as complying with the Fkk-ift Imoing ewe Aucptaace No 1 _0�. (Zg :13 ruphlbtise Dot,--lipcf t..r:itai i \ O U W rn I r� Z M OD O 0 M j Ise z r W 0 a i Q E N o O w t°v `U LLI 0 vNh LLi e l Q'O>M o 0 a o o°i O a� O N Q W V. W to 0 z M Q w Q Wo1� goes *so• N Goes 0 • M°' I _J • • 00 • •••• O •„ • • o ffv• V) ...• g�•• 10•0 L• XQ ••••• u • u i- W • Z I ••••• 0)••••• M N • Q Z�L'- CK) o 2 r o w 0 C'4 t U oo N W Co : F� Z U Z U m M Lo o a o U O V O W N N K O Ir O W o W W a t a I•N �IO O N O i u N N x T Fa 0 drawing no. W 13-49 sheet 6 of 12 TYPICAL ANCHORS SEE ELEVS. 1BY OR 2BY WOOD BUCK (SEE NOTE SHEET 1) w EDGE LOAD BEARING SHIMS OR POURED & HARDENED HIGH STRENGTH GROUT NON -SHRINK, NON-METALUC f'c = 5000 PSI MIN. TYPICAL ANCHORS SEE ELEVS. FOR SPACING 12 NOT APPROVED FOR WATER RESISTANCE 3-1 /8" STAGGERED TYPICAL ANCHORS SEE ELEVS. FOR SPACING 13 LIMIT MAX. EXT.(+) LOADS TO 47.0 PSF METAL STRUCTURES 1/8" THK. (SEE SHEET 6) 14 LIMIT MAX. EXT.(+) LOADS TO 70.0 PSF SILL HEIGHT VS WATER RESISTANCE EXT.(+) LOAD SEE SHEET 5 CHART 1 FOR DOOR CAPACITY X W rr-------= -- -----------------ice j I MIAMI-DADE COUNTY APPR'D MULLION I j I� SEE SEPARATE NOA �I (SEE SHEET ) I I j 3-1/8" j STAGGERED I �I -- - - - - - - T -- --JJ TYPICAL ANCHORS SEE ELEVS. FOR SPACING WEEPHOLES: • W1 = 1-1/2" LONG NOTCH AT EACH END. •"• W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS AND 36" O.C. W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. W4 = 1 /4" X 1 " LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. PILE PADS: P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH P2 = SELF ADHESIVE PILE PAD 1 " X 3/8" X 1 /4" HIGH P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN 2-1/2" X 1 " X 3/8" HIGH P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL 2" LONG X 1-7/16" WIDE X 7/16" HIGH _ ,0R0DUC a iRE-- as ampwng with the ✓F d ``11► 1111 i !,' . SA* P € A _ o. 0592 2 2 A OF Ft9AL,`���� Vo U W rn I M Z M co 3 O Z H M Q W Z a� Na IL L O p ` 0 O a j N x C F- LL O Uym �± 0 LLJ el cr p > teti+11 0 O IL o c v°i O NNE it O aWMLL_a u. Z N 0 j 0w%4 a W • •••• N O N J �• • • I •v •N Of • •• 0 OD •�•••• •p • •0 (� W • to 5 ~ � • X �0 �o O 0M 0 Z �� 00 LO 3Z o W O F, U „° �w N Wao:� U) V) 2 u- o a o U O U p Ld o c o Z a t'i a D D 0 p O o o O O N O N i o \ ~ s drawing no. W13-49 sheet 7 of ORS SHIM onim aRoavC r REVISHO U MOP"Z with the Fi dAk Aecentsace No l O (2 ! 3 E&PiM,mm etc ct OF lot • V0 W W D1 d• M 3 Z M n m O M N Z W Q Q 2 . N IL 'ia oo�� Q o a�" of LL O Fyn V ouirl Q'W'-M 0 Q aoo .l 0 Q WDLL W N _ 0 902 Q W 2x7 04 00*0 O L0 ... • .vU,i .00 •••• Ln (I g M W • L . a U) •� T 0) 3 �M o 00 Q z_ o Zr o w O N J M L.i 00 m LFLI In Z U Z U W m W m O O r C K N W N °11ui LW w W W w U d N t'i a tii a I os l0 N O O � O Q 0� U O M � n N o N N O21 ~ m o s drawing no. W 13-49 sheet 8 of 121 PAMM WInTW TYPICAL ANCHORS err n ni ! WDUCrREVEM as ==*lag with the Ameptrasce No I -C 12- . 13 Er}irsdem Date (_,j �. «y A- L. ANCHORS _EV. PACING UANTITY rs o U W I M Z Mho z F� W M m a 1 N a � 0 O9060 o wCq N e1 0 ci :) m v pWTq Q'0>cm� o O D. 0 O NLR 0 Q WjLL LZN -o O2 a z'g' • • • W •4• •••• N TAL •••� RUCTUREr••• U ... • J �. LO I ••• • •• co ro • Co • 0 0 G M • • • � L 1''—AA X W• ••lei o V •-c m oo�� J Q C) 0 V) Z li 00 O O Z } O I lWr� J O M � 0 J V) W 00 F--. 11111/71�'/,/ M4, ENSF''• o %0592 OF �l A% W M W M o o O, 0 N - O O U a a a a a w a vj a n Wn co O p ° o 0 V1 110, N o 0 N O Q m U o 1 fV I 0 o 21 5i O Y drawing no. W13-49 sheet 9 of j 27 me ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E701 1 FRAME HEAD 6005—T5 — 2 E702 1 FRAME SILL 6005—T5 — 3 E703 2 FRAME JAMB 6063—T6 — ' 4 E704 2/ PANEL PANEL TOP AND BOTTOM RAIL 6063—T6 — 5 E705 AS RQD. PANEL LOCK STILE 6063—T6 — 6 E706 AS READ. PANEL OUTER INTERLOCK 6063—T6 — 7 E707 AS READ. PANEL INNER INTERLOCK 6063—T6 — 8 E708 AS READ. PANEL MALE ASTRAGAL 6063—T6 — 9 E709 AS REQD. PANEL FEMALE ASTRAGAL 6063—T6 — 10 E710 AS REQD. GLAZING BEAD 7/16" LAMINATED GLASS 6063—T6 — 11 E711 AS REQD. GLAZING BEAD 1" INSULATED GLASS 6063—T6 — 12 E712 AS REQD. SILL TRIM 6063—T6 OPTIONAL 13 E713 AS REQD. 2" SILL RISER 6063—T6 — 14 E714 AS REQD. 2-3/4" SILL RISER 6063—T6 — 15 E715 AS REQD. FIXED PANEL CLIP (CONTINUOUS) 6063—T6 — 17 E717 AS REQD. INTERLOCK STIFFENER (FULL PANEL LENGTH) 6063—T6 — 18 #10 X 3/4" HWH SMS AS REQD. FRAME ASSY. SCREWS ST. STEEL — 18A #10 X 1" FH SMS AS REQD. PANEL ASSY. SCREWS ST. STEEL — 19 #8 X 1/2" PH SMS 2/CLIP FIXED PANEL CLIP SCREWS ST. STEEL AT 3" FROM ENDS & 16" O.C. 20 #10 X 1-1/4" PH SMS 1/ ROLLER ROLLER INST. SCREWS — NOT SHOWN 21 WEATHERSTRIP AS REQD. FRAME AND PANEL WEATHERSTRIP — FIN SEAL .190 HIGH BY ULTRAFAB 22 E235 AS REQD. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB 23 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 24 PR03-6005 2/ MOV. PANEL TANDEM NYLON WHEELS IN ST. STEEL HOUSING — INTERLOCK (1/2" MTG. SPACER REQD.) 25 E718 2/PANEL FIXED PANEL SKATE DELRIN — 26 #8 X 1 /2" PH SMS 2/CLIP FIXED PANEL SKATE INST. SCREWS ST. STEEL 27 — AS REQD. 3 PLY DUAL POINT LOCK ASSEMBLY — B&Y INTERLOCK 28 AS REQD. BUMPON (SILICONE SPACER) SILICONE BY FRANK LOWE 29 AS REQD. SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. OMDUC r REVNW as co=piyiag r.•ith tine rod" Luddiag Code Acceptance No EiQ►satiast Dute�2��, V0 w M I Z Mw 3 0 Z M z F W � Q Q N n. q R006 a 0 W N fCxx O C� LL 0 Vyh v oWrl p►o'—M o 0 aco 0 yy0 cp O N QW � LL � WEI J (3 tp • W%t • O — U m •1 so sl • • ) 0 00 •...• o moo.•. — • o . Lo •..•• v) W M • • 5 F- 0 a• VI 12� • • Z •• o • s� rn 04 0 ago L0 0 Q Z LL- 00 o Z} a LLJ w O N—i M U �w N W 00 `�11111iIIl/t�� C RISF' • ® i � v o 70592 o T OF �f nmi (sheet 10 of 12 ) 1 ) 29 61 5.059 FRAME HEAD 38 38 UK O PANEL LOCK STILE 1.471-1 .062 3.250 2.313 .078 1 [ I F1 1.823 O PANEL TOP & BOTTOM RAIL O FRAME JAMB 1 998 2.067 15 n nn � 1.139 1.022 n n .078 n - 5.274 - FRAME SILL .357 149 J � 1.540 n 062 3.820 O liEllel t8 2. n PANEL INNER INTERLOCK 18 1 3.562 n.078 2.105 1.648 F.125 2.625 Ofi PANEL OUTER INTERLOCK .IGJ FIX. PANEL CLIP 17 INTERLOCK STIFFENER 3.687 1.824 078 2.000 PANEL FEMALE ASTRAGAL 1 3.996 O PANEL MALE ASTRAGAL 8 125 18 1116 VC) w rn 130 n n n .693 I 93n 045 .93n 050 1 0121 0 Z M j .062 062 l j� W N I 1 JL Q 2 CL (L o 1.252 1.252 C w N x CH LL GLAZING BEAD GLAZING BEAD C 10 1' INSUL. LAM. GLASS 11 7/16" LAM. GLASS O > M pra -M o p IL 0 < o°q .210 0°�W�I O aW�LLa 210 �j j� 4• Z C 2 M .068 J O tp a J .210 • Q w•0 ��I• .068 IU 2.68! 0 0 - 1.937 ••.•• • 1-1 • O 04 •...• 1.047 1.047 1.047 U ' Lo .068 •.••• d• �. •••• . .• 00 .•.•• p 00 (J} SILL TRIM 13 2" SILL RISER 14 2-3/4" SILL RI;oR;• W 12 • `� z UZ � co cJn •L•pr� rn O o� U') 00 ao Z � fR )DUC f REVW" so wompiyiNg witk the Fl wwv o Z w o wing Code, w O N -J Acceptance Not _ v t 2. 1 3 U o Lou FAVk Asm On!e__ v „1 tq N W 00: rFT (sheet 11 of 12 J W FKAML IUF' UUKNLK viLyy� �y�v�yvi��v��v 18 i PANEL TOP/BOTTOM CORNER PROfDUC f REVI" as ca®pVieg with ft butding Q•k Acceptaace No Eipirutira 4te/ i/l,�?� 20 0 U W I r) -� OD Z j O Z N W Q I N �.00�0 0 a�" �oLLI 0 �Nh v oW.1 OFo'--M o 0Er aoo �°, 0 WALL Q ( in LZN -o Q W-ce g •u' h .... �� •••• N O ••••• • ••••• U . m L0 •••• • 1 LO ••�•• 00••• • • � •• •• • • • . �-- Mo x • • z F—cfl V)i •t•� rn O on L0 J 00 Z� w O N oo cr LJ U Lou W 00 m Fu-j lil U ril U W m W m cn � rn O f N � N U _ N U U � O a� o a 0 d z D z D i(j V u'1 N t0 C N C 6 m p o 0 •] O O � O 4) 0 Q m U O u C N N I o \ ~ - a v` o drawing no. W 13-49 sheet 12 of 1 2 MIAMI•DADE MIAMI-DARE COUNTY ! PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Zov/economv Eco Windows Systems, LLC 8502 NW 80`e Street Medley, FL 33166 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 PERA -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. PERA 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 ... Buiidm**Code, . .. ...... including the HighVelocity Hurricane one. 0 • 9000 DESCRIPTION: Series 600 Aluminum Outswing French Door w/wo Sidelites-L.Mtlh; • • • • % • • • ••. APPROVAL DOCUMENT: Drawing No. W12-08 Rev D, titled "Series 600 Alum **:* neg Entlanc e Door • • • • (L.M.I.)", sheets I through 9 of 9 (inclusive 7.1), prepared by Al-Farooq Corporation, dated.Mll3/12 9y41ast ... • revised on 11/09/17, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade•Cewxy Prod*v�6Control.. %. * Revision stamp with the Notice of Acceptance number and expiration date by the Miarrti+Dade Count - Product .... • • Control Section. 00 . . . . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ...... ...... • Limitation: 0 00 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door lX' ratings with sidelites (Nv/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7_1. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-0603.13 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 Jorge M. Plasencia, P.E. NOA No. 17-1218.15 Expiration Date: March 20, 2019 Approval Date: February 08, 2018 Page 1 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by Al-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) 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) 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 • • •. alongwith marked -up drawings and installation diagram of an aluminum b � a n Fre • door * • p g b l-,t �? g >���. prepared by Hurricane Engineering & Testing, Inc., Test Report No. 0 0 6:9 * ..:. 6 6 0 6 % HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HE6PIPAe-4027dated 03/1¢;..•: 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. •' •' ' Note: The above referenced test reports have been revised by an addendurvjc= dated Jape 29, • issued by Hurricane Engineering & Testing, Inc., signed and sealed by Ra€aeleE! Droz-Seda, P. B...... :60:0: . . . . ...... C. CALCULATIONS • • • • • • 1. Anchor verification calculations and structural analysis, complying 'with 11BC-201451 ; • • • •; Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and•wdlea by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the `Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. orge M. Plasencia, P.E. Prod ct Control Unit Supervisor NOA No. 17-1218.15 Expiration Date: March 20, 2019 Approval Date: February 08, 2018 E-1 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS l . Statement letter of conformance to FBC 2014 (51h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #12-0402.03, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W12-08 Rev D, titled "Series 600 Alum. Outswing Entrance DoorTL'.141)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by Al-Farooq Corpor�tiop, dateZ400 /13/12 a ode last revised on 11/09/17, signed and sealed by Javad Ahmad, P.E. ' ...... .... ...... B. TESTS • .... . .. ..... . . • None. •.•.•• • •••• ••••• • • • • •• •• •• • •••••• C. CALCULATIONS """ ' • 1. Calculations, prepared by Al Farooq Corporation, dated 10/03/17, signed•and s� aI®day Jai aci•' Ahmad, P.E. • • •00 0 •••••• of • D. QUALITY ASSURANCE l . Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 51h Edition (2014) and FBC 611 Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #15-0603.13, expiring 03/20/19. Jorge M. Plasencia, P.E. Pr duct Control Unit Supervisor NOA No. 17-1218.15 Expiration Date: March 20, 2019 Approval Date: February 08, 2018 E-2 SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 1/8" HEAT STREN'D. GLASS .090" Interloyer Trosifol PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS W SILICONE W z m DOW CORNING 899 z m & En�26 rn 14 IEaJ 0 3/16" HEAT STREN'D. GLASS .090" Interloyer Trosifoi PVB �By 'Kuraray America, Inc.' 6" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 �74 W .GLASS TYPE `G1' GLASS TYPE 'G2' 1 /8" TEMP. GLASS U-5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interfayer Safiex Clear And Color Giass By 'Eastman Chemical Co.' r-1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 SETTING BLOCKS AT LAM. GLASS READ, FOR WIDTHS EXCEEDING 36" CNLY, NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS to tj CO z w n Q Q U) GY a " Doh V C pf d CYO?M O C a o0p oyNR O Q W U. wN -o LL KOR {�( Q U,Q7�' F J lr J a 0 A261 i CARDINAL XL i o ` EDGE SPACER v, g i ST. STEEL w w 3s { C slucoNE 0 i u \ � SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'G3' I PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218"15 Expiration Date 03/20/2019 By Miami-Dade�Product Control THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. m c 0 0 w ao 0 9 z a_ 0 U . W. • Co V) .. •)L, to C LJ• • {n LL1a' �M m o Call" N --� () LOW w LLJ cc)M r Or • T oo a C.70592 n a e � •� a u a t y�®• T OF •��� drawing no. '� •• . W12-08 sheet 1 of 9 t� o w 39 3/4" MAX. 76" MAX_ 37 3/16" MAX. I co FRAME WIDTH FRAME WIDTH FRAME WIDTH N 3 HEAD & SILL ANCHORS I O i' M IM9z AT STILE ENDS .. 12' (4) AT 3" O.C. 12" 12" �- u�i t�i N Q 5" MAX. 5MAX." MAX MAX. 5" MAX MAX" a IL 'I >A � HEAD HEAD/SILL 1 HEAD/SILL Ham/ j� HEAD I� O p` o a j A f ILL' i A sILL I F SILL }} p N CORNERS CORNERS CORNERS �� - '�` I a LU N cc 0. a r c a o o O � it ---� — I w=LL ia 0 � z0z / E LOCK OPTIONS 5 m < / I I #1 OR #2 Q m Co•. ! r ! I (OPTION 2 SHOWN) SEE SHEET 7.1 = Uj O C� III FOR DESCRIPTION _ Q� a m I- N q w p I '� •. cal r\i S n O II�/ m= M I• co CO M W ti LO —I �/ to N I N • �•'r _3 • • n Q m °° p ----�----- is Q O) O •� X C O . a0 Ii � • . • \ !I N LLI •. i \ • �'i !- I1 I \ II •. •4 II n .. ' IEE3 II II \ • • Q 4, \ o QQ ! W...• .• Z ; ; ACTIVE I I � to 00�" m w a Lu m W SURFACE APPLIED ¢ m w w WId SURFACE APPLIED � Z z SURFACE APPLIED 26 15/16" 26 l5 16" a FALSE MUNTINS OR 32 3/4" ¢ � "' FALSE MUNTINS OR J 26 i 5/16" _ � M FALSE MUNTINS OR /I- r . O o DECORATIVE GRILL D.L. OPG. `o U DECORATIVE GRILL D.L OPG. D.L. OPG. tO U DECORATIVE GRILL D.L. OPG. °O U MAY BE USED MAY BE USED MAY BE USED j 37' MAX. 37' MAX. z �, LEAF WIDTH LEAF WIDTH ml� (X) (XX) (0) o U STAND ALONE SINGLE SIDEUTE g o o SEE SHEET 3 FOR CAPACITY 19 W W W a a h a�� aQ _ w_ D 1 1 T n r FN 0 N N m alN olo 0 mjvlo ololr PRODUCT REVISED as complying with the Florida a m I o Building Code t 111 I 1 l NOA-No. 17-1218.15 ®A�. GLASS D.L.O. DIMS. �� ��'........�� i D.L.O. HEIGHT =FRAME HEIGHT - 11.125" Expiration Date03/20/2019 ` ��',••vCg��••,® ,� e i o j D.LO. WIDTH (X DOORS) = FRAME WIDTH - 12.813" By o + Y I D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125' /2 Mi I-D Product Control m a� NOTE: GLASS CAPACITIES ON THIS SHEET ARE T of ��� drawing no. NOTE: BASED ON ASTM E1300-09 (3 SEC. GUSTS) EGRESS REQUIREMENTS TO BE REVIEWED , 9 7 ��f �� '• ... .. �� BY BUILDING OFFICIAL AND FLORIDA BUILDING COMMISSION �;�� ; � ���.. ��� �®®NAL ���� iN � 2--�8 DECLARATORY STATEMENT DCA05—DEC-219 ��1111ii11'1\\ sheet 2 of 9 DOORS LOAD CAPACITY - PSF SINGLE DOORS {X} DOOR DIMS, LAMINATED GLASS FRAME i WIDTH LEAF FRAME WIDTH HEIGHT E�cT (+} INT.{-} 39-3/4". 37' 98" 70.0 ?5.0 �I 1 LOCK oP�11oNs � W w \ x n 0.- p / II --�---- #1 OR #2 \ (OPTION 2 S W SEE SHEET 7� FOR DESGRIPTI01�1 II I! V ! INACTIVE ACTIVE DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME EXT (-�) WIDTH wlor�l �I�cHT 76' 37" 98' 70.0 75.0 II I I II I I 1! li I1 II II - w {� II II II I I II I I I! n � 'DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SiDEUrE5 SIDELLTE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING EXI.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70'0 75.0 61.7 66.1 24 30 36 37 92 70.0 75.0 69.8 69.8 64.1 64.1 63.3 63.3 24 30 36 37 98 1 63.3 1. 63.3 57.8 57.8 53.1 53.1 1 52.4 52.4 DESIGN LOAD CAPACITY - PSF SIDEUTES WIFI SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SiDELRE WIDTH INCHES SIDELITE FRA HT INCHES WITHOUT REINf''ORCING WITH REINFORCING EXT_(+) INT.(-) EXT.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70,0 75.0 7D.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 92 70.0 75.0 70.0 75.0 69.8 69.8 70.0 75.0 64.1 64.1 70.0 75.0 63.3 63.3 70.0 75.0 24 30 36 37 98 63.3 63.3 70.0 75.0 57.8 57.3 70.0 75.0 53.1 53.1 70.0 75.0 52.4 52.4 70.0 75.0 REINFORCING AS REQD. SEE CHART 39-3/4" MAX_ (SINGLE) SIDELITE WIDTH ` 76" MAX. (DOUBLE) DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D_L.O. DIMS. D.L.O. HEIGHT (SIDEUTE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" 148" MAX. TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS CLUSTER OF (4) AT 3" O.C. 6� (4) ANCHORS AT HEAD/SILL 12" 3" MAX. 5' MAX. TYP. HEAD iEAD/SILL _ A SILL --- CORNERS Qr r/r r`0. I /`I I I�1 �. I i ! 1`I I I I If 11 II / I 1 � II II I I ----it----- ---tip-- I I � I Li i 11' II I !I U w m o �1 ----- ---L----- I I °' 03 o I1 \ II t K OPi`!GIIS #I OR/12 (01 qj0N 1 S 0 ) SE SHEET 7.1 11 II I I FYZ DESCRIFTION II I 1 I 1 r- INACTIVE ACTIVE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL. MAY BE USED 32 3/4" 1 26 15/16" 26 15/16`J D.L. OPG. D L OPG. D.L_ OPG. 37" LEAF WIDTH SIDEUTE FRAME WIDTH 39 3/4" MAX. (SINGLE) MAX_ 76" MAX. (DOUBLE) SEE CHART AT LEFT DOOR FRAME WIDTH (OXXO) MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15ANg Expiration Date03/20/2019 `��� �kQ.� ti� ��' • �G.c.Nv� �® �i By Mi i-Dad roduct Control o. 7 92 NOTE: t GLASS -CAPACITIES ON THIS SHEET ARE - ' BASED ON ASTM E1300-09 3 SEC. GUSTS ,� '� ��0 TAKE OF AND FLORIDA BUILDING COMMISSION �'�' n..•''�® �� DECLARATORY STATEMENT DCA05-DEC-219 i�� /ONAL ���fi11111�1`` U0 0 1 N Q H / W Z Z F. w Z ID N CL its O 0 W N !rl U LU 0 V to h Cp'-M O G aa� �N0 O N 11t�1- zo tR J Z cM W a W 0) N 00 .W V) ... s ,n Z �% • w LIJ a a • Z 4- C to J w Q Q Q .� U rn w w Cn LJ 00 M N o n ; o a � ~ drawing no. W12-08 sheet 3 of 9/16" MIN. THROW BOLT PENETRATION OB P � ON I ,�� , Y� I I I I I I I f t I I 1 I I I 1 I '! J v v I v EDGE DIST. 1/2- MIN. THROW BOLT PENETRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING f w a V) GLAZING OPTIONS SEE SHEET 1 d I TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PROPERLY SECURED 1 BY WOOD BUCK 213Y WOOD BUCK EDGE DIST. OR WOOD STRUCTURE a a ; EDGE DIST. SEE NOTE SHEET 1 METAL STRUCTURE - EDGED r EDGE DIST. L(�I fill a a d a < a o U a � 0 N w rw- TYPICAL ANCHORS L TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING FOR SPACING 1BY OR 23Y WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 26Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 BY BUCKS INTO CONIC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1 /8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = I" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/F7LLFD BLOCK AT JAMBS fm = 2000 PSI MIN. rI r— — ----- -- -----1 j I MIAMI-OADE COUNTY APPROVED I t I I CUPPED MULLION II j SEE SEPARATE NOA if II Il PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 F-cpiration Date /20/2019 By mi2mi-roduct Control 7 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING R1P � w m 0 I N Z ®Z M� % F' W M Q 2 . a t 0 W NAM Ok IL N Q�l7~ 0 awn WP pro'-M o 0 it o o a°aq�q �ONV�I0m xZD N urea Z V) o z M g LU Q w or d �_ 0000 • U .... o Co o m V)Lo .••• • w • Lo • • • ,z {,p I, I. • o • o O r IWO a 3zr o J u �� pCl w LU � � DOOR DETAILS No 70 2 J. I •�• • `r A.T OF RIOIA. •'' � �� (sheet 4 of g )1 1 /4" MAX. _ O SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SEE SPEC SHEET 4 1 /4" MAX. SHIM TYPICAL ANCHORS SEE ELEV.` FOR SPACING 4� P W a ' ACTIVE LEAF INACTIVE LEAF CONCEALED FLUSH BOLTS (j) j 1/4" MAX. LEVERS AT STILE FACESHIM EXTERIOR D.L.O. 37" MAX. LEAF WIDTH 39 3/4" MAX. SINGLE DOOR FRAME WIDTH CONCEALED FLUSH BOLTS G LEVERS AT INSIDE FACE OFSTILE� Uo W y. 0 0 1 BY I N' o WOOD BUCK Z 6- 00 3 r m q J ZUj N a ci ZQ a O�N\-° N U Q. w q, • TYPICAL ANCHORS O t0 N ELEV. w f fl > FOR SPACING NSEE 0 -. In H otiC s. . v aaz0 to N �zo2 CD (D Q M OPTIONS W ~ �LOCK 11 OR #2 .-. (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION 1/4" MAX. J �•• SHIM --1 0 CONCEALED FLUSH BOLTS r—LEVERS AT STILE FACE 26Y WOOD OP. B K • WOOD STR TURF • z �.. W •� / ACTIVE LEAF EE NOTE HEEL L . e : 6 N >- co • • In"to � � a 03 o .�. • •• + -sm -� ro U. IP >Z LLJ p co W 0 NQ i� W00� ~ I D.L.Q. _� %,�l ` l �_ I_ D.L.O. r^ LEAF WIDTH LOCK OP71ON #2 EXTERIOR LEAF MD114 76" MAX. DOUBLE DOOR FRAME WIDTH 2 POINT LOCK ASSEMBLYA 4 POINT LOCK ASSEMBLY INACTIVE LEAF ACTIVE LEAF EXTERIOR DOOR DETAILS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.1 S Expiration Date 03/20/2019 By Miami-D S1 Product Control TYPICAL ANCHORS SEE ELEV. FOR SPACING m C K F K N z cti o W O LJ a Qto N N O, p N 0 0 0 O O O l`111T111T1/!!J t �! EN Cy 7OM2 OF •�y; drawing no. ��•. ��,.� W12-08 sheet 5 of 9 ; x a 6 IYP1CAL ANCHORS "I - -1 - — TIONS 1 )RS S FOR SPACING 1 /4" MAX. SHIM TYPICAL -ANCHORS SEE ELEV. FOR SPACING I- 0 w 0 w METAL STRUCTURE SEE SPEC MEET 4 1/4" MAX. •. SHIM . • f� TYPICAL ANCHORS SEE ELEV. FOR SPACING >� 0 0 EXTERIOR D.L.O. 42" AT 86" HT. 37" AT 98" FIT. MAX. SINGLE SIDELITE WIDTH J12 SMS AT 5" FROM ENDS AND 11" O.C_ MAX. Q EXTERIOR SIDELITE WIDTH PRODUCT REVISED as complying with the Florida Building Code NO,A-No. 17-1218.15 Expiration Date 03/20/2019 By j = Miami-7�14 Product Control 1 /4" MAX. 01 18Y WOOD BUCK 9 1 1 v. C� TYPICAL ANCHORS f SEE ELEV. FOR SPACING �w .p. REINFORCING AS READ. SEE SHEET 3 MAX. UNIT FRAME WIDTH SIDELITE DETAILS LEAF WIDTH 39 3/4" (SINGLE) 76" (DOUBLE) OR FRAME WIDTH D.L.O. O w CIO I N Z M ti 3 Oz MN a N Q a ' � �O0 Do a �Lj Lj C,Nh vowvi Cyo'M o ar d A C � G ONN� O aw0L �zN= m I'l Z M w aw+n� . v U .. G. • �� J .•�cs • Vi .r • . . � Sri V • UJ •• • H • a 00 � IL • c7 Or 0 6 • Z 1 0 z•o to O o o `� U U-) LLJ w v i,W WM W 1 I W o.7(592 r �� �� a • a o •�p OF •' �� drawing no. /I i NAIL �t% ,sheet 6 of 9 1 REQD. DESCRIPTION MATE1tIAI, MANF./SUPPLIER/REMARKS 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 V0 w 1� I fV Z �n 3 I o g z •• Q � I Q i N a iL 4 00� M 0 o -4N 0:C U. �a�M o Cd00 eai o�Ca yyy0 Qw�➢. in Uj V) - O QzM • ••� kC> •� g' • nor o a� • , • t; • W LLJ } r • Q7 0 •••�• o -; L) Z k IP 0 - � •o co N J a (� 'n LU -J u LLJ of r- cn F to W U Z U m W 0 a o U 0 N ¢ N L W W W N � a SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. N �' C m 6 N I N A Q N 0 0 0 •] O O O � PRODUCT REVISED �� ��� E AH a as complying with the Florida m Building Code c r NO/ -No. 17-1218.15 70592 Expiration Date 03/20/2019 BY == ' =_-- - �® TAT CF drawing no. Mia i-Ea roduct Control �:Fx;t a r • •, D • ,•P®�`. ��/ _ Q N�a�,��� she t 7 of 9 ITEM j PART f 0 Z a 20 F81202 - FLUSH BOLT LEVEfi R- SULLIVAN LOCKS: OPTION #11: ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" CIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTTOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM INACTIVE LEAF: 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1 /2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM I i / I / I \ % I I \ I \ I \ I� \ II I I ACTIVE HINGES: II 1 I 1 I I I I i INACTIVE ACTIVE 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38' O.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS A7 HINGE STILE (6) SCREWS AT FRAME .IAMB OPTION #2: ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4- FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS If \ Ii \\ 1 \ I� } ACTNE / I \ I AV Ll INACTIVE I ACTIVE PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.1218.15 Expiration Date 03/20/2019 By i Miarfii-D Product Control vjE u `8 o. T0592 A OF a U0 W 00 0 I N_ Z Cn C G z M N QQ �� I a Q wj IL CNI v (0 8 :01 Q'O>(1) o 0 a XZ Q W ;) ii °j Wuy -o Z 02 0 t0 4W0 N eri C'l ,r NO M F drawing no. W1 2-08 sheet 7.1of .625 1.625 0 2.062 DOOR FRAME HEAD/SILL �-- 4.044 4. t5 0 SIDELITE TOP & BOTTOM FRAME .329 I�-1.812T \`j FRAME COVER 667 050 I 1.197 j,� .154� l_ 16 SNAP COVER 1.500 �.s2s IL 4.000 0 078 2.097 i DOOR FRAME JAMB 4. 1.750 2, LEAF TOP/BOTTOM RAIL 4.719 r.078 4.000 -------- LEAF HINGE STILE t0i LEAF LOCK STILE 1.507 1.507 f .078 1.750 2.081 f�---- 4.000 11 LEAF ASTRAGAL STILE 0 SIDELITE FRAME JAMB )7 8. i I 1�-.519 .503 -1.045 1.047 14 GLAZING BEAD 5/16. GLOSS 7. 1 ��.394 .803-G}e=-.050 1.0 7 14A GLAZING BEAD 9 1/16" GLASS 9" BOTTOM RAIL 0 1134 .803 .045 1.172 15 GLAZING BEAD INSUL GLASS 50 1.500 -`1 F L.312 .062 --- SIDELITE 9" BOTTOM FRAME a LEAF W'STRIP ADAPTER .094 317 2 .442 T 1.584 12 LEAF ALIGNMENT BRACKET �! 375 �! .125 7.574 t3 LEAF CLAMP Io HINGE BACK-UP PLATE 4. .750 C.281 3.781 V �Li PRODUCT REVISED i co as complying with the Florida N Z q 0 Building Code NOA-No. 17-1218.15 j Expiration Date 03/20/2019 - By z a I Mia - Product Control 0 N M v LU t�}}0L DU�M a C - M O 0 IL 0 0a 0 t6 N Q laL7YOJ. � m Q Lb 0 h J •• !•� •.ice .� • o W • O ' � ID • • • J 00 4" 00 _z z�y� o Ltj w 0 Is .719 SIDELITE MULLION REINFORCING SIDELITE SUP ON JAMB W M W WW u,� o z z z OujI U fJ N O SIN O O O y� !o o O i�, •��� n EN Of ,' • 70 92 OF �.��� drawing no. 12 of 9 VL) 22 22 w to 22 0 N Z �3 M Z z cl 0- �- aUjW 1= Ls 0It< ' a -a Q1zz9N (L Z0 zo .i ZMQ w ILM� t1F ••q god 1 f� • �•c_;,'— W •• DOOR FRAME CORNER [ •. i- •• • z Nw _ • • e_ to V� • SIDELiTE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER • m n 0 "• • �• • i'Lk 40 •• � Z_ 3 7 w co N J t) LU () LO !�! i J m m I 12 U N O n{ll 0 ~ w O t� d < w 8i I P 2 pI P die a�iii a I I II P z!x III I II 16P 0 D N N w a d N P P P Vl G W O •� O O O •- i 111{1111l�� PRODUCT REVISED _�?n >�� as complying with the Florida KL 7 2 _ c "' ! Building Code NOA-No. 17-1218.15 �I Expiration Dat 3/20/2019 1 u ® OF drawing no. LEAF CORNER Mia roduct Control' �i� �� ����� W 1 2-08 %1\\ sheet 9 o- f 9 MIAMI•�A�E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 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 jurisdici'iN i. RER reserves the right to revoke this acceptance, if it is determined by Miami-DadC•Coujity Prccft:ct•Control*':' Section that this product or material fails to meet the requirements of the applicablehwlding cpdie • • ; • This product is approved as described herein, and has been designed to comply writer 4he Florida Building • ...... • • Code, including the High Velocity Hurricane one. .... 0 0 • DESCRIPTION: Series "Eco-Guard 560" Aluminum Project Out Window ;) ON1. •• ••:". APPROVAL DOCUMENT: Drawing No. W11-08, titled "S-560 Aluminum Pfojeot Out V�c�w. (I .M.L�.�.... sheets 1 through 6 of 6, dated 02/24/11, with revision F dated 09/27/17, prepared by A1:Farooq Cbrporation, •, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Itev den stadir with the Notice of Acceptance number and expiration date by the Miami -Daft, Vt;�ty P;94uit Cont7r* • - - Section. •.. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0406.09 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 Sifang Zhao, P.E. �z NOA No. 17-1011.25 MIAMI DADE COUNTY�L� �Zp/ Expiration Date: May 26, 2021 ` Approval Date: December 21, 2017 Pagel Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.11-0309.05) 2. Drawing No. W11-08, titled "S-560 Aluminum Project Out Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/24/11, with revision E dated 06/23/15, 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) Forced Entry Test, per FBC 2411.3.2.1, and TABS 2024T � � • .... ...... 5) Large Missile Impact Test per FBC, TAS 2UL- 4 • 6) Cyclic Wind Pressure Loading per FBC, TA•9 ff -94 • • • • • •:. along with marked -up drawings and installation diagram of a casement windbw, prepared by Hurricane Engineering and Testing, Inc., Test Rep"* No. : • • • , • ..... HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed-and.6ealedb�CandidQ%. F. Font, P.E. •• '• •• • ••••;• (Submitted under NOA No. 11-0309.05) • . . . . ...... C. CALCULATIONS • • • 1. Anchor verification calculations and structural analysis, complying wifh *FBC 5tn Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, 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. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 5, Au 2h 4:4:1 Sifang Zhao, P. E. Product Control Examiner NOA No. 17-1011.259 Expiration Date: May 26, 2021 Approval Date: December 21, 2017 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTMED) 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.05) G. OTHERS 1. Notice of Acceptance No. 13-0206.06, issued to Eco Window Systems, LLC for their Series "Eco-Guard 560" Aluminum Projected Out Window — L.M.I., approved on 05/02/13 and expiring on 05/26/16. 2. A. I: A 10 NEW EVIDENCE SUBMITTED DRAWINGS 1. Drawing No. W11-08, titled "S-560 Aluminum Project Out Wdyv.�(�L.M.I.%':jl eets 1*'::' through 6 of 6, dated 02/24/11, with revision F dated 09/27/1';?pyopared b .Al-Faropq..:• Corporation, signed and sealed by Javad Ahmad, P.E. to 0.� • • • • TESTS 1. None. • • • • too 0...... of CALCULATIONS 1. None 000 •••••• . • • •• • 666980 • • •• • 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 Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5t}' Edition (2014), with FBC 6' Edition (2017), and of no financial interest, dated September 26, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0406.09, issued to Eco Window Systems, LLC for their Series "Eco-Guard 560" Aluminum Projected Out Window — L.M.I., approved on 07/02/15 and expiring on 05/26/21. Sifang Zhao, P. E. Product Control Examiner NOA No. 17-1011.25 Expiration Date: May 26, 2021 Approval Date: December 21, 2017 E-2 *I 0 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 F- W 00 0 M 2 ru l w z � O 0 Z N p 3 WOW. WIDTH WDW. HEIGHT 19-1 8' 53-1 8" 26-1/2" 53-1 8" 32" 53-1 8" 37" 53-1 8" 42" 46-3/4" 48" 40-7 8" 53-1 8" 37" MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 70.0 PSF 7" MAX. HEAD/SILL CORNERS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ECO—GUARD SERIES-560 ALUMINUM PROJECT —OUT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF PROJECTED/PROJECTED OR PROJECTED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 53 1/8- WINDOW WIDTH 51 1/8" VENT WIDTH 45 1/2- q gel tl It -14---=---+�-- - 2 9 3/4" THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). w 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE m DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS ? TO THE BUILDING STRUCTURE. v� ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 00 C-1 AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE n MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. w MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. w THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. HEAD SILL TYPICAL ELEVATION 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 oD Q(t 0 � U 510 _ C=9 Cq ti _ o M O O N to J W 0 AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY GLASS TYPE 'A' LOCKING POINTS SEE. CHART WDW. HEIGHT UPTO NO. OF KEEPERS AT SASH 26" 2 38-3 8" 3 50-5 8"1 4 53-1 8" 1 4 1/8' TEMP. GLASS " AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interiayer Trosifol PVB By 'kuraray America, Inc.' 1/8" HEAT STREWD. GLASS a SILICONE >U DOW CORNING 899 z in N v) 00 5 g i. I tin 0 3A 0 w w- w 21 19 AT 1 /4 POINTS ALL SIZES GLAZING OPTIONS GLASS TYPE 'AA' 37" WINDOW WIDTH 35" VENT WIDTH 29 3/8" D.L. OPG.< M Z ^<0 • ff6•I 12 1/2" MAX. 6" MAX. HEAD r HEAD/SILL SILL CORNERS TYPICAL ELEVATION SETTING BLOCKS AT LAM. GLASS AND INSUL LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS \�t11111111�f�' 0�,lji ra^� ir�7rco %®� rTEOF DR1DP;.•�®�90�� YAL 1111101 Va U W 0 0 I Z M `D O i i m a a� C4CL Ov O lJi1N�M IL W iiKC LL 0 U) v CY0�aO IL 0 ti O�car : � Z J N WNuOQI Z o g I .J0'o¢j aWM h I ( sheet 1 of 6 J EDGE DIST. TYPICAL ANCHORS o SEE ELEV. U FOR SPACING `'' w 16Y ________ ___ ___ _ _ o <r WOOD BUCK EDGE METAL Fr---- ---- ---------- a a s DIST. STRUCTURE I I MWMI-DADE COUNTY APPROVED I I m e' I ° I MULLION & MULLION ANCHORS I j EDGE o a d• a e a i SEE SEPARATE NOA i DIST. I 4 3 o O F- co z II DSTE �I a H L 2 N N O0. 16 fl 8 L -- -- --- ---- �� O w tvco a I a " for + ' � I �m Oc�iatm O4A :r V) t� N v= u; rl q o,m Cf 7 4 0 a B a a°ip + 1 TYPICAL ANCHORS O 2 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. 0(40 FOR SPACING M Z _j a SEE ELEV. SEE ELEV. Q to _ e 5 FOR SPACING FOR SPACING N• Z O `✓ TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q w V i! 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • • - •••• o i li I -2" MIN_ PENETRATION INTO WOOD(HEAD/SILL/JAMBS)'..' J:••. cn ul 11 is I: I AND TRANSFER THEM TO THE BUILDING STRUCTURE. / I Ay • • ,n l ii j THRU 1BY BUCKS INTO CONC. OR BLOCKS �����00 1-1 /4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) • • m I . • yl 1-1/4 MIN. EMBED INTO BLOCKS (JAMBS) •.••• W ••�• M it j! DIRECTLY INTO CONCRETE OR BLOCKS ' •' • • O • 1-1 /4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)*0000 _ j� 1 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) o � �� w c9 c� N j: o a I 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)cq oz o H I i a INTO METAL STRUCTURES (HEAD/SILL/JAMBS) •• Z ID 09 z 0-3 > I ii o (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE Z OD d ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) a z LO Z STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) p O NJ M !I !I w (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) LO (� CD in � I W 60 � LJ #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) � INTO MIAMI-DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (NO SHIM SPACE) Z ALUMINUM: 1 /8" THK. MIN. (6063-T5 MIN.) m m I II I 5 � a � STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) W N N (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) � 2 o o it a CL o W '- ! ! 13 TYPICAL EDGE DISTANCE '_ lz d _ 1 BY WOOD BUCK INTO CONCRETE AND MASONRY = 2-1/2" MIN. 2 + + INTO WOOD STRUCTURE = 1" MIN. 17 INTO METAL STRUCTURE = 3/4" MIN. O WOOD AT HEAD >< x , SILL OR JAMBS SG = 0.55 MIN. 2 o N N 1 t6 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. > o 0 0 0 + U) v=i C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN. 0 114lllltt�t�' ' a �10ENS �• !® psi � cy 04 CA .0 ° $ TYPICAL ANCHORS TYPICAL ANCHORS � � _1-/+P�f•L5 eSEE ELEV. °' SEE ELEV. i_>_p,.__,.,it_, i TEOF drawing no. a FOR SPACING FOR SPACING e �•• S ��' 1DP- ° W 1 1-08 �n ?ham ��� EDGE DIST. I EDGE DIST. �... _.:� ,:i>_g 'f i/IlI 1���\`\ sheet 2 of 6 ttl11 TYPICAL A SE FOR APPROVEDMLAMI-DADE COUNTY • SEE SEPARATE •• ggii cl� WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH EXTERIOR 1 /4" MAX. HORS G 1 /4" MAX. I PHIM S FOR SPACING `\0 0IIIIIJ jGEN 70592 TE OF RIOPAN: SAL 5� VL) �. w 00 I o� ZF- "'N a 2 N a I IL OO` d o a Ld " 0 Lu �GH G c~i 'a h / V �Ljr1 cf x m O 0ILa< a yU)0 co O N a W � IL a W N _. O zOTt 3 ZMQ w g m _j J.... 0 • " ..1:• •••:. o'0 ro 0 0 0' . . 0 ? •. ..•. ZD O Q .:••' U`�✓.W YM•W • •L 1600*6 Of O U) • (~ • IL y N • ..... .� to _r �LL- m Q Z O O O 04 J r� n (-),On lh W oo :2 mi S U_ O K N N -g o La o L Z li 47 Q O y O Q U Q O a a =1 z W 17 C .= of rS rr _0 � � - N N fA 17 to O> •� O O O O i 0 U O W Li i N 0 K C LU O U i t drawing no. W 1 1-08 sheet 3 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 ALT. TYPICAL ANCHORS ASEE ELEV. FOR SPACING D EDGE DIST. 5 5 � =—-- Pr { METAL I MIAMI—DADE COUNTY APPROVED I STRUCTURE I I MULLION do MULLION ANCHORS j SEE SEPARATE NOA I EDGE j I DIST. I I II I L-_ — — — — ---------- ==JJ 15 \ W 15 TYPICAL ANCHORS, F,L--e%jI TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING 0 SHIMS I n ALT. TYPICAL ANCHORS -P a SEE ELEV. FOR SPACING a ' a A INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Up U LtJ 00 ! Z ao M ti 3 O� m F M m a Q n 'q o IL " Mop v�'Nr C ui ei O'o'-M O 0 EL 0 i ONE O Q IJl Z) {L LL Z in - o J Z"a ui W Q CD r� • • CV • • � LJ m •sees v si•• • sees• • W sees r? • � • • sees • • • •• O � .M.- see••• U }slFi i LLJ • • r D_ �• M m •• • X•� 04 Z �l J Zs L - 3} u] 000 Q 0 ,l j poo� LLJ LEI 0`00: U Ci U m w m 2 w W N n W Li a L w < w Z O U a a a o a 2 Z D Uj r7 v7 m g r m ri 0 cV M O O O O \�ttltttlJl���' � �•�_«.r �r � t 1-lct�.25 a o � r Jc � � � e •O W 'O U ' SATE OF = ��� drawing no. i � ! SAL (sheet 4 of 6 11111 sees• • sees• • sees• • sees sees sees• • sees• • sees• 11 2.750 t0 FRAME HEAD/SILL/JAMB 2.354 1.330 ---1 2.094 .062 Y .719 1.582 2O VENT U 21 .372 2.813 .896 590 1 519 .SOT 3 L.O45 1.047 () GLAZING BEAD (LAM. GLASS) �.130 801 31.045I Ll.172J 3A GLAZING BEAD (INSUL. LAM. GLASS) 245 780 �.120 �I I� �I .720 I� O SNUBBER - VENT 2.688 .062� .500 s9 Fes- 2.611 15 FLUSH FRAME ADAPTER 3 m 3 CORNER KEY 245 780 r.120 � L 1.256 j 4A SNUBBER — FRAME ITEM PART QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E501 4 FRAME HEAD/SILL/JAMB 6063-T6 - 2 E502 4 VENT 6063-T6 - 3 FY108 AS READ. GLAZING BEAD (LAM. GLASS) 6063-T6 - 3A E505 AS READ. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 4 E508 AS REQD. SNUBBER - VENT, FULL LENGTH 6063-T6 - 4A E509 AS READ. SNUBBER - FRAME, FULL LENGTH 6063-T6 - 5 E506 OPTIONAL SCREEN FRAME 6063-T6 - 7 #10 X 1-1/4' AS READ. FRAME AND VENT ASSEMBLY SCREWS - H WS SMS 8 E203 AS REQD. BULB WEATHERSTRIPPING, OUROMETER 65 SANTOPRENE ULTRAFAB 9 E203 AS REQD. GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFAB 10 35.12.00.400 2/ VENT 4 BAR HINGES ST. STEEL TRUTH, INSTALLED WITH (2) #10 X 5/8" SOS 11 13096.92 1 MULTI POINT LOCK SYSTEM - TRUTH 12 31964.92 AS REQD. KEEPER STEEL TRUTH 13 52.13.012 l/ VENT ROTO OPERATOR ZAMAK/STL. TRUTH, AT 12" FROM ENDS 14 PSJ40-SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL - 15 FY120 AS REQD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 16 - 2 ANTI SAG SKATE, AT 4-1/2" FROM EACH END NYLON M&M PLASTICS 17 #10 X 1-1/4" 2/ SKATE FH SIDS SKATE SCREWS - - 18 f 8 X 3/4" AS REQD. FH SMS SNUBBER SCREWS - IN PAIRS 2" APART, PAIRS SPACED AT 7-3/4" O.C. 19 - AS REQD. SETTING BLOCK, 3/16" X 3/4' X 4" LONG EPDM DUROMETER 80±5 SHORE A .11 20 FLB-50 - GLASS SPACER - 1/8' HIGH SILICONE FRANK LOWE • 0 21 - - INSUL GLASS EDGE SPACER ST. STEEL CARDINAL XL • SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. PARIMEfER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT EACH JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES HINGES: 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP CORNERS FASTENED WITH (3) #10 X 5/8" P PH SELF DRILLING SCREWS OPERATOR: SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT MIDSPAN OF FRAME SILL FASTENED WITH (6) #10 X 1" P PH SMS OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) #10 X 1" P PH SMS ANTI —SAG SKATES: NYLON ANTI —SAG SKATES BY ' M&M PLASTICS' (2) AT BOTTOM RAIL AT 4-1/2" FROM ENDS EACH FASTENED WITH (2) #10 X 1-1/4" P FH SOS. tit � �°.�: l�,r!Ctl•2� KY _iG4��Zfilto I�/�R3.u3B 58de ri'k; i:lt1 u U \`1S1lIllJ1�1�, �® AN� GE i i a.70592 ♦' VU w 00 I Z 0 Z Mcq Q CL �a Op�m O CL Cq O UNh v p ui � ao'M O pIX aco° a O Q WALL �ZH! -O �M2 s Q W 0FW- • • N � rn -i u> v E,•• 1 00 0 I p O'W .V •LdLLJ CD 0 � D: 0 •c0 CL r rn jcli O•vs. s.I) g QZ` ° �00 J 00 NJ ( 0 LC) 0 N W mm L�,_j r j U Ll lmi W m cn U W N L N 0 0 o t- Lj o a � w 0 a D_ i'i a �EDir 6 ���� C O rn n � N N � O O O O N N of N \ � o drawing no. W 11-08 sheet 5 of VENT CORNER 7 FRAME CORNER ��lur►rrr�� ` s i the Floc .� ei^;t >;:i4.DZ) j ® AYE OF KV � rrrrrlll►1�� o U Ld 0 co O r Q H � Z 00 Z � N Q W I Q 2 N n �i Op8M O Lu d N xx 0 �iym t� o W *+ Q,O>—M o 0 aca'M Q NN°E I� !0 O Ztn �C � co Q W 00) FW r� •••• N • O MP*00 CO • to • (30 ?r N• • to ••••• • O • 1— • M => •• •••• O F- X • • ku •••• tU �• ••••• U) J— cp • O Vl cD • • �+ CQ Li ao • 00 o O J U �w W ao : �tiWm En r�D o L a Q z 0 U _ = W (!I z U U Q ZO d Z 7 j6 O CV CV ((I M M M 1 O O O O (L) C U O W lL [I Q o ~ o u 2- drawing no. W 1 1-08 sheet 6 of :6DI M IAM I -SE MIAMI—DADE COUNTY + PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.zov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 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 wit4in their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami --Dade. C!otlnty PQ;d t Control : • Section that this product or material fails to meet the requirements of the applicab6bVi4ding code. ...... This product is approved as described herein, and has been designed to comply with othe Florida Build A Code, including the High Velocity Hurricane Zone. ."' •. ; • • . .. ..... DESCRIPTION: Series "Eco-Guard 550" Aluminum Fixed Window — L.M.L....... „ „� • APPROVAL DOCUMENT: Drawing No. W11-10, titled "S-550 Aluminum filed Window &M.I?)#'! •; • sheets 1 through 6 of 6, dated 02/28/11, with revision E dated 09/27/17, prepared:bo'o:k:Farooq Corporation,'. signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control kevixon stamp * 0 with the Notice of Acceptance number and expiration date by the Miami -Dade, eo4nty PrQJupt Coniof • •; Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0406.11 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. ' I NOA No. 17-1011.20 MIAMI DADS COUNTY rt j (� j Expiration Date: May 05, 2021 ` Approval Date: December 21, 2017 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.07) 2. Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets I through 6 of 6, dated 02/28/11, with revision D dated 06/23/15, 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 along with marked -up drawings and installation diagram of art aluviixium Wj+ window, prepared by Hurricane Engineering and Testing, Inc.-Wsi ReportIuo, HETI-10-3145, dated 12/29/10, signed and sealed by Candidd ?26nt, P'B' • (Submitted under NOA No. 11-0309.0 7) • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201S4 : •..• 2) Cyclic Wind Pressure Loading per FBC, Tik$•2Q3-94 . • •; • • along with marked -up drawings and installation diagram of an aIMinum Pike(? window, prepared by Hurricane Engineering and Testing, Inc;, Test Repgrts%,io. HETI-10-3146, HETI-10-3147 and HETI-10-3149, all dated 42/29/10, sigM 1'and sealed by Candido F. Font, P.E. • • • • • • • • (Submitted under NOA No. 11-0309. 07) � • • 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked --up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Report No. HETI-10-3148, dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), prepared by Al-Farooq Corporation, dated 03/27/15 and 06/23/15, 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) 4�1 4M 'i Z_�ac Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.20 Expiration Date: May 05, 2021 Approval Date: December 21,•2017 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Reports No. HETI-10-3145, HETI-10-3146, HETI-10-3147, HETI-10.3148 and HETI-10-3149, all issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOANo. 11-0309.07) "" G. OTHERS 1. Notice of Acceptance No Series "Eco-Guard 550" and expiring on 05/05/16. 13-0206.08, issued to Eco WindoV Stems, LLC for t1D i. •; Aluminum Fixed Window - L.M.I.:,4pprovea•ep;05/02713••• •• •• •• • •••••• 2. NEW EVIDENCE SUBMITTED • • • • • • • • • . • . . •••••• A. DRAWINGS •••••• 1. Drawing No. Wl l-10, titled "S-550 Aluminum Fixed Window:(L.M I.4"?: heet:' 1 through 6 of 6, dated 02/28/11, with revision E dated 09/27/17, prepared b Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 4 cv Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.20 Expiration Date: May 05, 2021 Approval Date: December 21, 2017 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), with FBC 61h Edition (2017), and of no financial interest, dated September 15, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0406.11, issued to Eco Window Systems, LLC for their Series "Eco-Guard 550" Aluminum Fixed Window - L.M.I., approved on 07/02/2015 and expiring on 05/05/21. . . .... ...... •• •• •• • •••••• ••••.• 00 • • • • •••••• •• • •• • • • Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.20 Expiration Date: May 05, 2021 Approval Date: December 21, 2017 E-3 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 3 WINDOW WIDTH D.L. OPG. 10 1/2" MAX. SILL TYPICAL ELEVATION THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. �w ¢Ix 'o ECO—GUARD SERIES-550 ALUMINUM FIXED WINDOW 6" MAX. HEAD/SILL CORNERS 1/8" TEMP. GLASS 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 FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—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 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS: •� AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE • MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. '•••. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT • • • • • COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE • • • • • REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG, CODE & ADOPTED STANDAfiD&9 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR..' WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 3/8" AIR SPACE 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS .090" Interloyer .090" Interlayer .090" Interlayer Trosifol PVB Trosifol PVB Trosifol PVB By 'kuraray America, Inc.' By 'kuraray America, Inc.' By 'kuraray America, Inc.' 1/8" HEAT STREWD. GLASS 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS SILICONE w SILICONE w SILICONE DOW CORNING 899 DOW CORNING 899 DOW CORNING 899 z m z m � � 5 (as 0 5 ji �s 5 ji ii j rn 3A j j: 3 of O of O 79mDER w w AT 1/4 POINTS ON LITES w 10 AT 1/4 POINTS W AT 1/4 POINTS ON LITES 9 THAN 36" ONLY 9 ALL SIZES WIDER THAN 36" ONLY GLASS TYPE 'A' GLASS TYPE `AA' GLASS TYPE W u I I jl jl jl 9 SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 1.Eiretkzi D ? UU�ZOZt P,lF ,rn! Oadt Pr�uei Colgra3 0 U w _o I Z OD O z Of W Q al O W N O IL > N x W W Q Zc�_ LL O C)Nti v 0 ui a0M --o 0 IL 0 44 O yyO 0 W It zj QW55. ILZln -o OE M Q w 0i iu 171 N 0 0) J • ( ao .0909 03 O • ^ O•• o z LLf . b'� i•. Xa 0 W • �' w tx (A 00 O on n 06R� LL. CO s^ Q� o Lr)Oo- � U � Lw LLI 00 :2 W drawing no. w1 1-10 GLAZING OPTIONS sheet 1 of yy U0 Z 40 r• U w o O Z / N Q N Q L O v a a. N aLu Lu X LL ''�' 0 �Nm V QWvgi �O -m O 0 a o Q .°--r NOTE: O N WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED U1 O m VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Q W z . a Z N - o O E M (7 0 QtZuOMi� r ^ N O J ••• LO • 1 . • . •.0000 `. J..• LO co O 0*0*00 • • • • • • •••• _Z ' , t • y 4J • • • LJ • >17 • Z N O• `nLO • • • • • J m u- m • • • Lv o 600 p J W 00 m- � �. M r m Q F a N N w F r N _aa0 o i= Q 2 Lz w a 0 W c> > m a T a v o a a z z n (fj N M ^ h r � - � o 7 o 0 of 0 �i N 0 N 0 0 0 0< m 0❑ W NOTE: ��� ®�str �® ' n GLASS CAPACITIES ON THIS SHEET ARE N BASED ON ASTM E1300-09 (3 SEC. GUSTS). «iva the F}4Ti€a, d 70592 ;;:;;,; a ,; ; c-ode f t _ ii s drawing no. g, �j; -�t^!� �® •'•. ATE OF = r z r�raa u r0 r vc.�rt 0.RIDP.•-'� W 1 1-10 NAL11111% sheet 2 of 6 ``\���� DESIGN LOAD CAPACITY -PSF WINDOW DIMS. GLASS TYPE `A' GLASS TYPE `AA' GLASS TYPE `H' WIDTH (W) LENGTH (L) EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) ' 30" 36" 42" 48" 54" 60" ss" 48" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.i 70.0 75.0 70.0 75.0 54.0 57.8 70.0 75.0 70.0 75.0 54.0 57.8 70.0 75.0 70.0 75.0 - - 70.0 75.0 76.0 75.0 - - 7o.a 75.0 7o.a 75.0 30" 36" 42" 48" 54" 60" 66" 54" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 7d.d 75.0 70.0 75.0 54.0 57.8 70.0 75.0 70.0 75.0 - - fi8.9 73.8 68.9 73.8 - - 68.9 73.8 68.9 73.8 - - 68.9 73.8 68.9 73.8 30" 36" 42" 4a" 54" 60" 66" so" 7a.0 75.b 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.i 70.0 75.0 70.0 75.0 - - 70.0 7s.o 70.0 7s.o - - 68.9 73.8 68.9 73.8 - - 62.0 66.4 fi2.0 66.4 - - 62.0 66.4 fi2.0 66.4 30" 36" 42" 48" 54" 6a" 66" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.d 75.0 61.7 66.1 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 68.9 73.8 68.9 73.8 - - 62.0 66.4 62.0 66,4 30" 36" 42" 48" 54" 72° 70.0 75_a 70.0 75.0 70_a 75.a 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.6 75.0 - - 68.9 73.8 68.9 73.6 30" 3fi" 42" 48" 78" 70.0 75.0 70.0 75.a 70.0 75.0 70.0 75.0 70.0 75.d 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 30" 3fi" 42" 48" 84" 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.a - - 70.0 75.0 70.0 75.0 - - 7a.0 75.0 70.0 75.0 30" 36" 42" 9a" 70.0 75.0 70.0 75.0 7d.0 75.0 - - 70.0 75.d 70.0 75.0 - - 70.0 75.0 70.0 75.0 30" 36" 42" 96" - - 70.0 75.b 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 DESIGN LOAD CAPACITY -PSF IYIND0IP DIMS. GLASS TYPE 'A' GLASS TYPE 'AA' GLASS TYPE 'B' WIDTH (W) LENGTH (L) EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-} EXT.(+) 1 NT.(-) 26-1/2" 32" 37" 42" 48" 53-1/8" 5fi" 60" 63" 5a-5/8" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.b 70.b 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 70.b 75.0 70.b 75.0 54.0 57.8 70.0 75.0 70.0 75.0 51.2 54.8 70.0 75.b 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 7Q.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26-1/2" 32" 37" 42" 48" 53-1/8" 56" 60" 63" 63" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.d 70.0 75.a 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 7s.0 - - 66.4 71.1 66.4 71.1 - - 62.0 66.4 62.0 66.4 - - 59.b 63.2 59.0 63.2 26-1/2" 32" 37" 42" 48" 53-1 /8" 76" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.a 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26-1 /2" 32" 37" 42" 48" 80` 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26-1/2" 32" 37" 42" 48" 84" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26-1/2" 32" 37" 42" 90, 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26-1/2" 32" 37" 42" 96" 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 a o J ci G Ee O hl LWL W TYPICAL ANCHORS SEE ELEV. METAL FOR SPACING STRUCTURE MIAMI— DADE COUNTY APPROVED EDGE DIST. MULLION & MULLION ANCHORS ° . EDGE DIST. SEE SEPARATE NOA ' EDGE DIST. X I I I < � I � 4 N \F77�fl o � 1 X 4 � � i m 6 t-ji, EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. EDGE DIST. 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING DIST. w m D N I o o 0 0 NO3 X 7f x TYPICAL ANCHORS SEE ELEV. � FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS • 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) •• • 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS .... 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) •••••• 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) ••••• J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ..... INTO METAL STRUCTURES (HEAD/SILL/JAMBS) • (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE .' ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) •� STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) J12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (NO SHIM SPACE) ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fc = 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN.' �'✓Qi�^:i.'. t�ztLt� 'it)r.t=tii 'v ..a?.iti� VGENs�c' N . 70592 p TATE OF �qI� V° U w I oZ 3 i to M ti oI w L i= z �N I, Q2 IL O0 Iz o " NaN �IQ 0 G IL G ap IO�00Co �ZJ N Q W ;) LL tq W 0_- o !i' ZOO Qzmg Lu W Os I- N U rn • • i' .219OD LO m • o UM — • l] y.• O ••••. Z W . v ••••• LLI 1 p ••••• x tA.I.«fl ..... LL. ce N • g ...�: ,n CID • • 7) LLOD ...••• a Ta .0 ^ 0 ' O • _'• O 0 LLJJ W op r 0 (sheet 3 of 6 1 TYPICAL S FOR 3 MIAMI—DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS (SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH I WINDOW WIDTH 1 /4- MAX. :K kNCHORS ',ING 1 /4- MAX. FOR SPACING ;.�:�:Gliii4G.T.+'_ •:its _���Z(jL r1 O U w _o I Z m j HZ `' If 01 a �� N aI IL ear oo 0 o IL N LLI 0 VNM F M O 0 0 a C o o°p 0 0 to N O 3 W 5 LL tL zN ° 0 ro Q W 6�i FW- 171 N O O • I • • �.•• LO • • • 3r. m O • ^ oet •e000eq z W . M • jfrJ .... L11 •.:.. � • • .. .•04 •• • • z y0� 0; .. Q• 0 • O C) O tv J 'n U 00 Lj 0 uj N Wro�F_ W 4 W m O F N N i 2 Q ci 7z a c=7 a o a d z a 7 z D t�2K-7 0 m h cp N N 0 O O O \���Ifilfld/d ` NIP— \jGEf11$�� I N O \ E- a N ? a �` ®' TATEOF '�R�� drawing no. ®NAL sheet 4 of 6 FnaF nisT TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. METAL STRUCTURE EDGE DIST. a Ln TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE A DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING O ALT. ( i O U W o_ t Z O 3 O ZH cl)� a W � I h Qa �� (_ C W d N W LL 0 0 U) a�0Q 0 0 a. 0 QNN0 CcZ_ h W W N �I ZOO (s O Q w 0) FF ^ N U o rn J •� • In • • ••• 00 •..• ; °° OLO ••• • Z M •••••• {,W_, • v ,••r• S!•�L�� LL •••• � 0 111L•1} ••••• LX—i ,�•� • • • • • • a•- f''l 03. rn • • • •••J m •. Q �• • a o•. X) ONcv L0 U oQ I Woo:r 4 a w d N K 7 N r o L J W O O W O U a c C a a o z o W a 4 O ¢ a o a z :2 z D . • i!j N n u7 .. .. 0 N 0 0 0 �o 0 rn 0 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER 00 1 N Ir ` e O ~ r, r. N . 70592 . t ^;;jig. a."t�t31=18t. _ll B�Ti' �^� �j� •7�, � �^, ATE OF d�rfawigng qno. O YY 1 — 1 sheet 5 of 6 0 78 O FRAME HEAD/SILL/JAMB .o5a 1 452 f� Ll.287 --�I SNAP COVER O GLAZING BEAD (7/16" LAM. GLASS) .803 .045 Ll.172J 3A GLAZING BEAD (INSUL. LAM. GLASS) FT 519 .045 1.047 3B GLAZING BEAD (5/16" LAM. GLASS) 2.688 062 .500 69 2.611 0 FLUSH FRAME ADAPTER CORNER KEY 3 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E503 4 FRAME HEAD/SILL/JAMB 6063-T6 - 2 E504 4 SNAP COVER 6063-T6 - 3 FY109 AS READ. GLAZING BEAD (7/16' LAM. GLASS) 6063-T6 - 3A E505 AS READ. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 38 FY108 AS READ. j GLAZING BEAD (5/16' LAM. GLASS) 6063-T6 - 4 110 X 1-1/4' 3/ CORNER ASSEMBLY SCREWS - - 5 E203 AS REQD. GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFAB 6 PSJ40-SS 2/ CORNER FRAME CORNER KEY ST. STEEL - 7 FLB-50 - GLASS SPACER - 1/8' HIGH SILICONE FRANK LOWE 8 FY120 AS REQD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 9 - AS REQD. SETTING BLOCK, 3/16' X 3/4" X 4" LONG EPDM DUROMETER 80±5 SHORE A 10 - - INSUL GLASS EDGE SPACER ST. STEEL CARDINAL XL FRAME CORNER SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE—MOREHEAD SM5504 SEAM SEALER. 6 4 ^ N = rn V o • • J v • • �••• OD • • 00 (D ((�� • ••••• f••• 0 • • ••••• Z 2 W • • L • p LLJ • 14, rn ..... Z O a • 4 • • • • Q L0 lL 0000 r?• •• �gLO C) ') o O C-4 —5 W as m , • VICEAlSF'•. ®� ono ° o N i I cY NO \ I— .70592 Qom' • • • § U TATE OF drawing no. •. oo:I0..•"�®.�� W 1 1--10 ®•NAL \\\ 11111111��� (sheet 6 of jjj M IAM I•DADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.govleconomy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 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) re %ary the right to have this product or material tested for quality assurance purposes. If this prodWt or n%Wgiga1 fails•tA... perform in the accepted manner, the manufacturer will incur the expense of sucfi.te'stIg and tke AHJ may .' immediately revoke, modify, or suspend the use of such product or material within 1lteir jurisdiction. RER*•: - reserves the right to revoke this acceptance, if it is determined by Miami-Dadle Cddnty Prodhet Contjpl . .: Section that this product or material fails to meet the requirements of the applicable'$unding cone.'. ' This product is approved as described herein, and has been designed to comply. A4t.the FtoA44 Builder • Code, including the High Velocity Hurricane Zone. .. ... • • � � � •, • • DESCRIPTION: Series "Eco-Guard 60" Aluminum Horizontal Rolling Winob'K t I..M.I. •, APPROVAL DOCUMENT: Drawing No. W14-11, titled "Eco-Guard Series-6QAlum HoriZ'Rt hng , • •, Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/28/14, with revision B dated 10719h 7 preparad b Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County:r;uct Control Approval 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, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-0403.09 and consists of this page 1 and evidence page E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. Z . NOA No. 17-1102.22 pit OS%u�16 Expiration Date: June 19, 2019 Approval Date: January 11, 2018 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA No. 14-0403.09 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W14-11, titled "Eco-Guard Series-60 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/28/14, with revision A dated 05/23/14, 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 101 -N "" 5) Cyclic Wind Pressure Loading per FBC, TdjU3-94..;• ....;. along with marked —up drawings and installation diagram of an•Eeo•Guard series 60. aluminum horizontal rolling window, prepared by Fenestratiorf ItUing LV%ofagory, • • Inc., Test Report No. FTL-7634, dated 12/09/ 14, signed and �jjeb rj.i$ • • • • ..... Brinson, P.E. .. .. .. ...... C. CALCULATIONS 1. Anchor verification calculations and structural analysis, comply}rtkwith %$C 5th • • • • Edition (2014), dated 03/19/14, prepared by Al-Farooq Corporation, sighed*aAd 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. 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. 12-1231.09 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 03/28/13, expiring on 04/14/ 18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated March 31, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. None. E-1 S, ^9 ztiA1 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.22 Expiration Date: June 19, 2019 Approval Date: January 11, 2018 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W14-11, titled "Eco-Guard Series-60 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/28/14, with revision B dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS I. None. C. CALCULATIONS 1. None. • • • • . . .... ...... D. QUALITY ASSURANCE • ...... .... ...... 1. Miami -Dade Department of Regulatory and Economic Resour(;Q1(RER)0000 , ...... . E. MATERIAL CERTIFICATIONS 0900 ••• .• 000 **:*do 1. Notice of Acceptance No. 17-0712.05 issued to Eastman Chen"* Comps *1 (MA � • � • for their "Saflex Clear and Color Glass Interlayers" dated 0%aW 7, expiring on , • 05/21/21. •••••• 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray Ame rich= Inc. tor their "Trosifol® Ultraclear, Clear and Color PVB InterIayers" dated 01/19/j,�'„^piring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5t' Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated October 12, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 14-0910.09, issued to Eco Window Systems, LLC for their Series "Eco-Guard 60" Aluminum Horizontal Rolling Window -L.M.I., approved on 06/19/14 and expiring on 06/19/19. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.22 Expiration Date: June 19, 2019 Approval Date: January 11, 2018 E-2 Y+.Y 4 YYY• x°RFS, Miami Shores Village : ' YY Y YY• F�J 'cm, Building Department •+� 10050 NE 2 Ave. • F<P. Miami Shores FL 33138 305-795-2204 / Fax 305-756-8972 • ...... . ... NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPEf's %6 INSPECTOR UNDER THE FLORIDA BUILDING CODE. : ••:+� Elizabeth Cowen "•'•• I (We) have been retained by to perform special inspector services urQler t�tsFlorid; Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the 321 NE 93rd St. .. project on the below listed structure as of July 24th 2018 (date). I am a registered • • • • architect/professional engineer licensed in the State of Florida. Process Number: RC18-1107 X Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) _ Miami Dade County Administrative Code, Article II Section 8.22 Special Inspector for _ Trusses > 35 ft. long or 6 ft. high _ Steel Framing and Connections welded or bolted X Soil Compaction Precast Attachments _ Roofing Applications, Lt. Weight. Insul. Conc. Other Reinforced Masonry Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* I Mohammad Hajjar, P.E. Z Dunia D. Escobar 3 Manuchehr S olale 4, Mahyar De lavi *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are insubstantial accords ce with the approval plans. Engineer/Architect Name Mohammad Hajjar Signed and Sealed Print Date: 7/24/2018 Address 45 Valencia Ave Coral Gables, FI 33134 YYYYYY : as 0 0 : .Y Y. 41 + .. YYYY .YYYY. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ECO-GUARD SERIES-60 ALUMINUM HORIZONTAL ROLLING WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF N.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—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 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT -NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH -OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL .IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 1/8" HEAT STREN'D GLASS .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 1/8" HEAT STREN'D GLASS SILICONE DOW 899 o: O it w X W GLASS TYPE `A' 5/16" OVERALL LAM. GLASS 74 1/8" WINDOW WIDTH 10 1/4" 4 1 /4" MAX. MAX. HEAD/SILL CORNERS �4"� A HEAD SILL 12 II II C II II J E LL 0 0 Z Ld W) > _j II I v u� O II II Il == it l o a B 12 FALSE MUNTINS 33 11/16" ri: 33 11/16•' (SURFACE MAAPPLIED) Y BEUSED D.L.O. (FIX. LITE) 'n D.L.O. (VENT) 37 1 /4" YL1141 .yluin TYPICAL ELEVATION MAXIMUM DESIGN LOAD RATING = + 55.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 60.0 PSF 1/8" HEAT STREMD GLASS .090" Interlayer Trosifol PVS By 'kuroray America, Inc.' 1/8" HEAT STREW D GLASS V � Z M� 0 Z to 'M/ w h a N z Qw � �� I Opp 0 O �Hh 0 aoQ 0 NNE 0 Q wp1L 14 w U) - o LL 02 Q W M H • • N J .•••' c-i••• 'n 00 z to dd • • e�j Lis • . M N� ¢ � • , C14 dog L0 OW—C Z • •. 09 Co V00 z i O oQ M CD () u7 Ld w W oo M I SILICONE NOTE: DOW 899 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) -0 Q °' M 0 N AND FLORIDA BUILDING COMMISSION F DECLARATORY STATEMENT DCA05-DEC-219 v o a GLASS TYPE V 5/16" OVERALL LAM. GLASS GLAZING OPTIONS 1'i33`F''tL!-r`1'hlrftr(2 o .7 2 O Y d � UO � L U U T OF ����� drawing no. •• c 1a�9�.••'�o W 14-1 1 ,'���// ®. .. i; %0\�` sheet 1 of 5 3- ■ TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE MIAMI—DADE COUNTY APPROVED EDGE'' DIST. MULLION & MULLION ANCHORS e a' EDGE SEE SEPARATE NOA DIST. DIISTE N TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W1 = 1 /4" X 1-5/8" WEEPHOLES WITH BAFFLE AT 4" FROM EACH END AND AT MIDSPAN W2 = 1/4" X 1" WEEPHOLES AT 2-1/4" FROM EACH it ii i F END AND AT MIDSPAN i i ii it W SEALANT: >C ! ! !! > ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. I. I li li I li it i i• i I. I i i ii I i i I li it II I it 14 15 16 2 ' o X g 19 < x 23 3 \ \ I I 4 4 4d d • 4 d. 4 vEDGE DISTo i $ ISEE TYPICAL E ANCHORS :p D TYPICAL`ANCHORS ° FOR SPACING FOR SACING 1 BY SEE P EDGE DIST. WOOD BUCK [j o co, cc XEDGE. 'Z 0 0 Z c z N Q N a � °• "I � OWN`' c°„n o N CL xa � fl ~ � = 0 M, V pWTA a0-M o aa 0 a � ap TYPICAL ANCHORS 0:M Z O N SEE ELEV. Q W u, FOR SPACING 4 W U) _ 0 ui WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. Q m of (.-- MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. •••• • =E �•.• o • LO TYPICAL ANCHORS: SEE ELEV. FOR SPACING o .J1:.•• • 1/4" DIA. TAPCON BY `ITW' (Fu=125 KSI, Fy=100 KSI) • •' • • Q) � z 1/4" DIA. ULTRACON BY ' ELCO' (FU=177 KSI, Fy=155 KSI) • • • • • M INTO 2BY WOOD BUCKS OR WOOD STRUCTURES .••00 I-•"• 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMI •• o }•Ld � ' THRU 1 BY BUCKS INTO CONC. OR BLOCKS N v~i tD 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) ••�• p.0:to DIRECTLY INTO CONCRETE OR BLOCKS — 3: 00 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o Z o 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) _ O 04 cD I o #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o W w 2 INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE EP ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) o STEEL: 1 /8" THK. MIN. (Fy = 36 KSI MIN.) " (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ix 2 TYPICAL EDGE DISTANCE o a a _ N p INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. 6 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. 2 o N CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. > p C-90 HOLLOW/FILLED BLOCK AT JAMBS Vm = 2000 PSI MIN. c ¢ 00 \11\1111111/// A 00 / I N a as t.c -11A�lij 'DE Wmwf 02.LZ. d N 7 o � • 5 TE OF • �� •�� OR1DP.•'®�� O � ~ ro o n n drawing no. W14-11 sheet 2 of V° z O� O z m M �4 W Q N as m- Oo0 0 W N yd� 1,4" MAX. O O a � 0 ] BY 1 /4" MAX. F' � M SHIM VENT HEIGHT WOOD BUCKS SHIM v 3 ui m 1 /4" MAX. > m 7 SHIMS TYPICAL ANCHORS XWOOD O' a 0 Q 00 TYPICAL ANCHORS 19 ° ' FOR SPACING SEE ELEV. O .3 O SEE ELEV. 12 O � � FOR SPACING 2D w?LLWN uC ,3 aW MMETAL 1-1 4STRUCTURE w Ll •••• C • •••• O • V .... v v J W••••• •-i:• o 21 8 26 • 1 D.L. OPG. D.L. OPG. ' • • • • z • ,^ ; 4 6 3 TYPICAL ANCHORS • ••• 7. � o SEE ELEV. ••••• ' EXTERIOR FOR SPACING E...�.• x Ld ..... WINDOW WIDTH 00000 •••• x XO LAYOUT: _ cYfi 110 p—,-) •• Q•• w N L�, Z � 00 m v }} 3 ZW o 0No� o V �� w w W 00 m H MiAMI—DADE COUNTY APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. FOR SPACING Z U w � m O n U � C K N O O L 0 W U a r - .2 7 -------------.--_-.-- C O N ° fA 0 O 0 o Q m WINDOW WIDTH WINDOW WIDTH \ \\aa1a111111/j/'' �\\ A� CiE/� �,• • � pip N o � ��•1l1 ••® N ;e.s': tl fitt w %ionda m O u L: t i- iiil :L- •�'�`•t`. _ gyp = .0 N V U r ;. tto E5 _w 4T1 =' TATE OF•�q� drawing no. /111111a\\\ sheet 3.of .050 TYP. .875 r .324 1 .384 } .203 T- .625 .062 625 .625 .050 TYP. .056 TYP. -� .062 .769 2.687 1.239 .875 to GLAZING BEAD O VENT TOP/BOTTOM RAIL h -2.133 1.669 O1 FRAME HEAD .056 P�l TYP. 95 ---1 .875 to-1.258--i 8d5 • � 625 ` 1.125-� .625 078U8 JAMB STILE 3.188 2.017 1.750 .625 .056 TYP. 500 .875 1.55E LA f� -2.133 L .110i O FRAME SILL 1.125 O MEETING RAIL 1.7t9 .062 J,16525 � .21962 .340 (� 1.061 ,875 f- .996 �I .062 J .050 TYP. O SILL TRACK t .094 O FIXED MTG. RAIL 1.786 11 531 .062 .062 2.357 2.259 12-1�83 05P TY 2.448 125 to- 1.344 O4 MOV. FRAME JAMB O5 FIXED FRAME JAMB ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E53 1 FRAME HEAD 6063-T6 - 2 E61 1 FRAME SILL 6063-T6 - 3 E62 1 SILL TRACK INSERT 6063-T6 - 4 E52 AS READ. MOV. FRAME -JAMB 6063-T6 - 5 E51 AS READ. FIXED FRAME JAMB 6063-T6 - 6 E54 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 E66 1/ VENT VENT MEETING STILE 6063-T6 - 8 E56 1/ VENT VENT JAMB STILE 6063-T6 - 9 E57 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 E58 AS READ. GLAZING BEAD 6063-TB - 12 SL203P 2/ VENT SWEEP LATCH, AT 9-1/2" FROM TOP & BOTTOM - SULLIVAN & ASSOC. 13 #8 X 5/8" 2/ LATCH LATCH INST. SCREW ST. STEEL FH SMS 14 E63 2/ VENT ROLLER HOUSING & GUIDE CELCON - 15 E64 2/ VENT ROLLER BRASS - 16 E65 2/ VENT ROLLER PIN ST. STEEL - 17 #8 X 1" AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS READ. PILE WITH INTEGRAL FIN W'STRIPPING - ULTRAFAB 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER V5. 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAS, DUROMETER 651t 23 WA2L 2/ WOW. WEEP VALVE - PREFERRED ENG. PRODU TS 24 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL •• F;.P; won Rafe _Dj 1�J-Lul�i A4:arn-1 • /n • ly i • _ U) • J • � QI .'• o Ln • • cis �• � • y ui i A W 0 Q cV J cl W coo � Ld AH jGF-/VSF •' No 0592 F! Ly �® STATE OF •4- [sheet 4 of 5 ) F : I ,7 1 VENT TOP/BQTTOM CORNERS jr--V� FIXED MTG. RAIL CORNER FRAME TOP CORNER FRAME BOTTOM CORNER ,7 MINE Vc �y� W Ip O Z °' W I N a (L 00 0 0 OIL N O�H� v'autA a0'-M o O aaa NN' O N aWzti �W Z a w Q W 0) F— • • = .!.•• • • J V � ..... o • .1.0 co • 3 ro •••.• Of FO Lo Q •!" .• � go N Z�• m o z a OCD NJ v U ��w W Woo:� r,jIa `fin\\lllllJl/�7� ` CY N lz xpitari: a:t. 0is1Aq®. STATE OF =��/c.9� drawing no. "ZORIo�. •�® W14-11 "i=-ni O, r: ? r:, ,tr ��i ONAL of 5 �rrllll\\ sheet 5