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RC-14-2081• Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-268557 Permit Number: RC -9-14-2081 Inspection Date: October 11, 2016 Inspector: Dacquisto, David Owner: ALAN CORONADO, LISA AYUSO Job Address: 461 NE 101 Street Miami Shores, FL 33138-2448 Project: <NONE> Contractor: F&F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number Parcel Number 1132060170670 Phone: (954)454-1948 Building Department Comments BEDROOM, BATHROOM ADDITION. Infractio Passed Comments INSPECTOR COMMENTS False l ) Passed / a(11/119 1 Inspector Comments Failed Correction Needed - Re -Inspection Fee No Additional Inspections can be scheduled re -inspection fee is paid until October 11, 2016 For Inspections please call: (305)762-4949 Page 1 of 1 4 BOUNDARY SURVEY SCALE: 1" = 20' O\rED Miami Shires Village ZCN N!G DEPT DFPT CT �O CCNIPI.tf`NCE WIrH ALL FEDERAL (,C +*Pri Y 1-5=O fAriD REGULATIONS 2.0' 90'17'4" 4'x 8 PLASTIC SHED ---x-X�n 5' CHAIN LINK FENCE 0.0' LOT 19, BLOCK 91 F:\DRAWING\461 NE 101 STREET.dwg LOT 20, BLOCK 91 ; A xcb. APPRO MATE LOCATION 7 OF SEP IC SYSTEM 9017'4” WEST 1/2 LOT 21, BLOCK 7 0.4' —/ ai 32.00' 1 -STORY Res. # 461 F.F.E.= +11.65' 30.2' IAC UN T) x,13.45' as O.= + -$ n d 7.30' 30.2' .70' r) au 13.0' if) N 13.45' 12.7' g EAST 1/2 LOT 21, BLOCK 7 25.0' xeb• 4' IRON GATE-\ ❑ 32.8' 0.1' 89'42'56" ( /FFt; No I.D. 89'42 85 OO' 23.0' PARKWAY ( SIDEWALK'. '56" o 177.58' FIP. Fra—CD-' 5�e .=SOYA INT LAND BURVEYORB, IND. PHONE: 305-822-6062 * FAX: 305-827-9669 6175 NW 153rd STREET SUITE 321 MIAMI LAKES FL 33014 LEGEND • • • • • • • • • .CaNr Corylitioner • • po • • • • • • a• =tllflA rete + =Existing Elevations C.B.S. =Concrete Block & Stucco OH Overhead Wire Line in =Catch Basin =h oor Eln //Weed Fence • • • el "Water Wits • • • F.I.P.F.F.E.FouFinisn4 iiaFlp Pipe/Pevatioin • ®�=Electric EL • F.I.R1=Fund Rebar x •SO Chain Link Fence •• •ssenitaryManhole�• • • i.N.rFaund itpA `Q =Wood Pole • (N) =•Measures — — Centerline ' Itl Property Line •• • FNg8O'Foundrllall & Disc 0 =Conc. Pole ••L% f,LightIpie• • • • • • • • • ••• • • • • • • _• •• •• • • (P) =Platted • • •(R)= Record • Reap =Resirrpnce SIP=R ;Se:Iron Pin/Rebar BLOCK CORNER F1P. 1/2" -No I.D. Page 2 of 2 BOUNDARY SURVEY Property Address: 461 NE 101st STREET, MIAMI SHORES, FLORIDA 33138 LEGAL DESCRIPTION: East 10 feet of Lot 19, all of Lot 20 and the West 1/2 of Lot 21, Block 91, of "AMENDED PLAT OF MIAMI SHORES SECTION NO. 4" according to the plat thereof as recorded in Plat Book 15, at Page 14 of the Public Records of Miami -Dade County, Florida. SURVEYOR'S NOTES: 1) The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client 2) This Certification is only for the lands as described. It is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 3) There may be additional Restrictions not shown on this survey that may be found in the Public Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. 4) Accuracy: The expected use of the land, as classified in the Standards of Practice (5J-17 FAC), is "Residential High Risk". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. 5) Foundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. 6) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. 7) Contact the appropriate authority prior to any design work on the herein -described parcel for Building and Zoning information. 8) Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. 9) The surveyor does not determine fence and/or wall ownership. 10) Ownership subjects to OPINION OF TITLE. 11) Type of Survey: BOUNDARY SURVEY. 12) North arrow direction and bearings are based on Recorded Plat Book 15 at Page 14 of the Public Records of Miami -Dade County, Florida. 13) Elevations are based on the National Geodetic Vertical Datum of 1929. 14) Bench Mark Used: Miami -Dade County Benchmark #D-159. Elevation = +10.32' 15) Flood Zone: "X" Base Flood Elev.: N/A as per Dade County, Florida. FEMA Panel Number: 120652 -0302 -L -SEPTEMBER 11, 2009 16) This PLAN OF SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party: A.) LIZA AYUSO & ALAN CORONADO SURVEYOR'S CERTIFICATE: 1 Hereby Certify to the best of my knowledge and belief that this drawing is a true and correct representation of the BOUNDARY SURVEY of the real property described hereon. I further certify that this survey was prepared in accordance with the applicable provisions of Chapter 5J-17, Florida Administrative Code. Field Date: August 27, 2015 Job# RP -15- 773 6175 NW 153`d ••' • •Ra5lo J :AM fbnso P.S.M. • • •• • ••••°'rps•i.gn•al•Surveyor & Mapper State 8f FIbllida Reg. No.5880 MCWIY:141141 LAND Il1.6faV�Y O•.[@ =•, yIND612 • STREET, SUITE 321, MIAMI LAKES, FLORIDA 33014 Phone: 305-822-6062 * Fax: 305-827-9669 ••• 1 • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F:\BOUNDARY-SURVEY-NOTESMG1 NE 101 STREET - MIAMI SHORES -DADE-NTS.doc Page 1 of 2 Certificate of Completion Miami Shores Village► 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Date Issued Occupancy Load Occupancy Type Applicable Code Location 461 NE 101 ST Miami Shores FL 33138 Not Transferable POST IN A CONSPICUOUS PLACE ref ,S. r)EPPyRTME OF HOMELAND SECURITY FEDERAL LINERENCY MANAGEMENT AGENCY National Flood Insurance Program Important: Read the instructions on pages 1-9. ELEVATION CERTIFICATE SECTION A - PROPERTY INFORMATION OMB No. 1660-0008 Expiration Date: July 31, 2015 COMPANY USE' Al. Building Owner's Name TAMLIZA AYUSO & ALAN CORONADO r• A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 461 NE 101 STREET IC Numbe City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) TAX FOLIO #11-3206-017-0670 OF MIAMI-DADE COUNTY PROPERTY APPRASIERS RECORDS A4. Building like (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL, A5. Latitude/Ilongitude: Lat. 25.868351°N Long. 80.188362°W Horizontal Datum: 0 NAD 1927 NAD 1983 A6. Attach at east 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building iagram Number 8 A8. For a buil ing with a crawlspace or enclosure(s): a) Squa footage of crawlspace or enclosure(s) 1811 sq ft b) Num,r of permanent flood openings in the crawlspace or enlosure(s) within 1.0 foot above adjacent grade 9 c) Total et area of flood openings in A8.b No 2338 sq in d) Engineered flood openings? 0 Yes _� A9. For a building with an attached garage: a) Square footage of attached garage sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade mig c) Total net area of flood openings in A9.b W sq in d) Engineered flood openings? 0 Yes No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State VILLAGE OF IAMI SHORES -120652 MIAMI-DADE FLORIDA 134. Map/Panel 12086 1 Number 0302 B5. Suffix L B6. FIRM Index Date 09/11/2009 B7. FIRM Panel Effective/Revised Date 09/11/2009 B8. Flood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A BI0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. 0 FS Profile _1 FIRM 0 Community Determined 0 Other/Source: BI 1. IndicateIevation datum used for BFE in Item B9: _4 NGVD 1929 0 NAVD 1988 0 Other/Source: B12. Is the bui ding located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 0 Yes _4 No Designati n Date: N/A 0 CBRS 0 OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building ele¢vations are based on: 0 Construction Drawings* Building Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1 -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 a rding to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchma Utilized: D-159 ELEV =10.32' Vertical Datum: NGVD-1929 Indicate el vation datum used for the elevations in items a) through h) below. El NGVD 1929 0 NAVD 1988 ❑ Other/Source: Datum u for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) b) Top of thIe next higher floor c) Bottom pf the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 9.8 10.0 N/A. Check the measurement used. feet ❑ feet ❑ feet ❑ feet feet feet feet 0 feet ❑ meters ❑ meters ❑ meters ❑ meters ❑ meters ❑ meters 0 meters ❑ meters 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. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a 0 Check here if = , chments. licensed land surveyor? Yes 0 No Certifiers Nam B GOMIS Address Signat License Number 6231 PER Company Name ROYAL POINT LAND SURVEYORS, INC 153 STREET- STE 321 City MIAMI LAKES State FL ZIP Code 33014 Date 08/27/2015 Telephone 305-822-6062 FEMA Fo` uJ 086-0-33 (7/12) See reverse side for continuation. Replaces all previous editions. VVV •A 1 II VLd\111 IVA1 IMPORTANT: In these spaces, copy the corresponding information from Section A. f(IsiS The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. �P#SE,nirk Property Owner's or Owner's Authorized Representative's Name Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 461 NE 101 STREET Nur F Substantial Improvement Signature Date Telephone City MIAMI SHORES State FL ZIP Code 33138 rtpanj Numr The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, 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 C (or E), and G meters. architect who SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) Copy both sides of Ele ation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Datum Comments LATI DE C2 -e DENO S SLA & ONGITUDE OBTAINED FROM GOOGLE MAPS, CROWN OF ROAD ELEVATION IS +10.33'. ELEVATION NOTE ON ITEM ELEVATION. ADDITION ON RIGHT SIDE FLOOR ELEVATION =11.65'. Signature Date 08/27/2015 SECTI - 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 Secti ns A, B, and C. For Items E1 -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 highe t adjacent grade (HAG) and the lowest adjacent grade (LAG). II�- a) Top of bottom floor (including basement, crawlspace, or enclosure) is • feet • meters ■ above or ■ below the I�AG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is • feet ■ meters 1 above or ■ below the G. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the ne 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 IN meters ■above or II below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is . e feet ■ meters • above or ■ below the HA 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? 1 Yes • No ■ Unknown. The local official must certify this information in Section G. VITATI/C.1CERTIFICATION �7CV 1 RAI r - ruwrCR I i VvvIYCR tVR VvvIYCIC 0 RCr, oG G5. Date Permit Issued The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. issued BFE) Property Owner's or Owner's Authorized Representative's Name G7. This permit has been issued for. G8. Elevation of as -built lowest floor (including G9. BFE or (in Zone AO) depth of flooding G10. Community's design flood elevation: Address City State ZIP Code Substantial Improvement Signature Date Telephone Comments if attachments. ■ Check here 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, 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 C (or E), and G meters. architect who G1. • The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) - - . G3. 0 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. G8. Elevation of as -built lowest floor (including G9. BFE or (in Zone AO) depth of flooding G10. Community's design flood elevation: Substantial Improvement meters meters meters Datum ■ New Construction • basement) of the building: at the building site: • feet • Datum • feet IN Datum ■ feet ■ Local Official's Name Title Community Name Telephone Signature Date Comments Check here if attachments. e FEMA Form 086-0-33 (7/12) Replaces all prelrious editions. 'ELE ,,TION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. 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. 461 NE 101 STREET City MIAMI SHORES State FL ZIP Code 33138 Policy Number: Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. ;Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Photographs date taken: 08/27/15 RIGHT SIDE VIEW (ADDITION) FEMA Form 086-0-33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 Building Photographs Continuation Page IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMF?ANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number: If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When app icable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. GARAGE VIEW N/A VENT VIEW N/A FEMA Form 086-0-33 (7/12) Replaces all previqus editions. F&F Construction Services inc CGC 060569 INSULATION CERTIFICATE PERMIT #: SITE ADDRESS: 461 NE 101st Street G q -(4-2,0s1 MASONRY WALL INSULATION Manufacturer: Hiperm Fi-Foil Type: Foil R Value: 4.1 CEILING/ROOF INSULATION Manufacturer: Dow Corning Type: Batt with paper face. R Value: 30 (16x48) GARAGE CEILING INSULATION Manufacturer: N/A Type: N/A R Value: N/A F&F Constriiction Services • • DIVISION OF Environmental Heath Florida Health Miami -Dade County OSTDS/Well Division 11805 SW 26t Street • Miami, FL 33175 Inspector ---I ofriSeP v Address 44. 1 J 1 p Comments: v0 `?O Date /0/ '% (20 C OSTDS# itP 115233 1 ill Date: September 4, 201 MAIM A. UNVEIL L AWFUL -CT 373 W.E. MID SMUT MIAMI SEOUL RA. 33138 7544318 u f 758-76U Miami. Shores Village Building Department 10050 N.E. ri Avenue Miami Shores, Florida 33138 Re: Permit # RC -14-2081 Ayuso Residence 461 N.E. 101' Street Miami Shores, Florida 33138 Folio # 11-3206-017-0670 Attn: Building Department, FL UC # AR 0011074 1, Mark A. Campbell, having performed and approved the required inspections at the renovation and addition. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced renovation are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with Chapter 1 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Should you have any questions or need any additional information please do not hesitate to ::r „e. A. Campbell, Architect State of Florida: #0011074 461 Ayuso Res CO letter 9-5-15 PREPARED BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DECLARATION OF USE 1111111 IIIH IIIII IIHI IIIII IIIII IIHI IIII IIII CFN 2015R0581125 OR BK 29769 P9 3863 (1Pss) RECORDED 09/09/2015 11:06:29 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA KNOW ALL MEN BY THESE PRESENTS: akucol/ WHEREAS, the undersigned I A r, is/are the fee simple owner(s) of the following described property property") situated and being in Miami Shores Village, Florida: Lot(s) Block of Page of the Public Records of Miami -Dade County, Florida, (address) (Subdivision), accordinge pl thereof, as +ed in the P of N64/o l IRA kotetc and WHEREAS, the undersigned owners) have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned do(es) hereby declare and agree: 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by aII terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance with the codes, rules and regulations of said Village then in effect. IN WITNESS REOF, the undersigned has/have caused hand(s) and seal(s) to be affixed hereto on this 7 day of ,h, Signature and Print Signature and Print EPI' Fi Uk Ett�+STG STATE OF FLORIDA ) COUNTY OF MIAMI-DADE ) IU OWNERS: Signature— and Print Signature and Print A (G*, ecT n j3 �, Asa I HEREBY CERTIFY that on this day personally appeared before me y+4i 0 A a who is personally known to me or has produced 400%-c4.111 OW* 14 (type of identification) as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes therein expressed. SWORN TO AND SUBSCRIBED before me on this 7 day of Sic ,20,11/‘ My commission expiret e" y:L LAURA FARLEY * MY COMMISSION # FF 188027 T EXPIRES: March 16,2019 dise or pe�O BondedThruBudget Notary Stake II I NOTARY PUBLIC, STATE OF FLORIDA ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. TESTING LABORATORIES --ENGINE LABORATORIES-ENGINEERS-INSPECTION C-CHE3Ga0OENALSERVICES 9600 N.W. e, Hialeah, 33016 S 5888 -33F- PROCTOR COMPACTION TEST ASTM D-1557 1 Order Number ( 15-048 Date Client February 4th, 2015 Address Project F&F Construction 2511 NW 17th Lane, Suite #A-4, Pompano Beach, Florida 33064 Address SFR 461 NE 101st Street, Miami Shores, Florida Sample Location Soil Description Sampled by Stock pile at the job site Sub grade: Coral Rock with Silica Sand Mix Asad Reported to 1 TEST RESULTS IlLaboratory Number: I 15-48 I Sample Number: The following compaction test was conducted in accordance withthe standard methods or Moisture/Density Drelations of soil using a 10 lb. Hammer and 18" drop A-ASHTO 01 % Moisture 5.2 6.5 8.7 11 Dry Density 110.9 114.4 116.9 Optimum Moisture 8.7 100% Max. Dry Density 116.9 98% Dry Density 114.6 95% Dry Density 111.1 Gradation test passing 3/4" Sieve 83.90% Sampled By Tested By Checked By Typed By Malick Asad WC Vl Z W 0 ct} D 5 6 7 Dry il?nsity vs 9/o Moistuf' 11 12 117 113 115 11 1 11 11 11 % MOISTURE Respec submitted 'b, - r ete, P.E. #51371 ATE ENGINEERING & TESTING CONSULTANTS, INC. IShould any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants, Inc. is not to be held responsible. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. i y M ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. TESTING LABORATORIES-ENGINEERS-INSPECTION AB � ve ECTIOSERVCESCa305-888-3373T-DRIGEOMNASERVICES N.W. AHialeah, 33016 Field Density Test of Compacted Soils ASTM D-5195 Client: Address: Project: Address: Phone No: Attention: LabID# F&F Construction 2511 NW 171 Lane, Suite #A-4, Pompano Beach, Florida 33064 SFR 461 NE 101st Street, Miami Shores, Florida Location 15-266 15-267 15-268 SE Addition Area Footer Center Addition Area Footer NW Addition Area Footer Order # Date: 15-048 02-04-15 Gauge # 7648 Description of Material Back Fill Sampled By: Coral Rock with Silica Sand Mix Sub grade x Tested By: Laboratory Identification Number Test Number Depth in Inches Field Density LB/Cu Ft. (Dry Density) Moisture Contents 15-266 1 12" 115.7 7.9 Maximum Density In the Field (%) Compaction Requirement by Specs % of Maximum Density 100% Maximum Density (Lab) 99.0 98% 116.9 Proctor T-180 AASHTO Method C 15-48 Optimum Moisture (%) Reported By Checked By Typed By 8.7 Asad WC 15-267 2 12" 115.4 7.5 98.8 98% 116.9 15-48 Base rock 1 15-268 3 12" 116.0 8.0 99.3 98% 116.9 15-48 Resp omitted by, a 'i �� te, P.E. #51371 ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants, Inc. is not to be held responsible. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. BUILDING PERMIT APPLICATION El BUILDING ❑PLUMBING JOB ADDRESS: City: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECT-rTNTFO T 1 2 X016 FBC201'L(ST— Master Permit No. IN Sub Permit No. ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL 0 MECHANICAL ❑ PUBLIC WORKS Miami Shores County: HANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zit): Folio/Parcel#: Occupancy Type: Load: Is the Building Historically Designated: Yes Construction Type: Flood Zone: BFE: NO FFE: OWNER: Name (Fee Simple 11 leholder): Avo (so d O 4 q e 0 Phone#:3 ° 5-/S O -1"64 2 Address: (o i b (, b i, City: Ly \State• Zipf 1 3 o Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address:1-4.uo e b&c v 0 City: Co Cs/14° `e r State: sPi, ( Qualifier Name: V CG - Phone#: State Certification or Registration #: C etc_ 6 6 40 5 k.q Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition 0 Alteration ❑ New 0 Repair/Replace 0 Demolition Description of Work: Phone#: qN-L1044 qC Zip: a, (4. cosp o tso Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $��00 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip r 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 OWNER or AGENT The foregoing instrument was acknowledged before me this 1Z- day of (' ®agU" , 20 / 6 . by A( A t 20.0(4v1.Co is personally known to me or who has produced it, lJ.�. J_ . \)U. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: I ND� Pk) .VAP 2 Seal: ********************** APPROVED BY (Revised02/24/2014) Notary Public State of Florida Sindia Alvarez My Commission FF 156750 **W. i, /342401% ** *a CONTRACTOR The foregoing instrument was acknowledged befor�me this 1 1 day of OCT, 201 , by �rptL fr-lliki , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ;Dom LMJRAFAALEY * MYt +IONfFF18 * 2019 4 a�0 tEXPIRES:Marc�rySertes *************************************************** Plans Examiner Zoning Structural Review Clerk w r 6 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. Owner's Name (Fee Simplp Title Holde ): Owner' Address: e9 City: Job Address (Of where work is being done): ' 4,1 eV ( et) ( tOCO viAolo Phone #: State : Zip Code: 1 City: Miami Shores State: Florida (If QC tAIS'� Phone #: l �y" `1C (d Zip Code: 3 3 t5 ontractor's Company Name: Address: 5(P 5 V GO City: Cb Ckr�ge L �G State:FI Zip Code:.0 Qualifier's Name : POA, Lic. Number: C G./ C., 060 Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Worlc hereby certify that the work has been abban41 and/or the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the M' ho s h ess of all legal involv nt. Signature Signatu a G� Owner or AgentContractor or Architect The foregoing instrument was aknowledged before me The foregoing instrument was aknowledged before me this day of It) ,20J1o,by }, this 6 0 day of Cid , 20 by Who ispersonallyknown too me or who has produced �It, i LEQ- .L L (LE} as indentification. Notary] ublic Sign: Seal— Notary Public State of Piorida Sindia Alvarez My Commission FP 156750 Expires 09/p3i20 t t ,ate ;.sa who is personally kno n to e who has produced c`(A) No Sign: Seal: ublic aC s' LAURA FMB co lS91 FF 1 : *38027 16, 2019 440Nte BoedultnriialdidNotelY8e1 as indentification. ;0104 0‘12-4\15 BUILDING PERMIT APPLICATION ✓BUILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL JOB ADDRESS: City: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING ❑ PUBLIC WORKS Lve` 14� lots( SCF,!\TF- SEP 2 4 2014 FBC 2010 c Master Permit No C-- `-t- 20 F31 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Shores County: Miami Dade Zip: -331 V Folio/Parcel#: IS 2—O 0 Is the Building Historically Designated: Yes Occupancy Type: - Load: Construction Type: Flood Zone: BFE: NO FFE: OWNER: Name (Fee Simple Titleholder): ( 2A- ‘,/S.-ct Phone#: '3o ` 903 702-7 Address: City: VcL UA (.#1 v .#1®`'S State: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: t-- c v.5-risiliet-t et tn. Address: is -VCA) l t LAWr✓ d3T ft -c4 Zip: 33 Phone#: +17 City: Vows `Ie ' — - State: F ( Qualifier Name: F l� F (14) State Certification or Registration #: C6 C-0(00 9 DESIGNER: Architect/Engineer: Address: City: Value of Work for this �� ermit: $ 7S Type of Work: LJ Addition ❑ Alteration Description of Work: � �,ov Zip: 3 0 4 Phone#: 3OS =-5 L$ 1 Z•7 ® Certificate of Competency #: Phone#: State: Zip: Square/Linear Footage of Work: ❑ New ❑ Repair/Replace ct ❑ Demolition Specify color of color thru tile: Submittal Fee $ 53 " OPermit Fee $ Z2-50 . 00 CCF $ 45 • b CO/CC $ .00 Scanning Fee $ 12 ' C° Radon Fee $ 33 ' - DBPR $ .-a3...- Notary $ 52) Technology Fee $ (7 0 - GD Training/Education Fee $ 1 tS • C� Double Fee $ 10 Structural Reviews $ 2-‘40 ' CO f 20 • op 90 -CD Bond $ f 5 aCO TOTAL FEE NOW DUE $ 34-1 t , .(3 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip a v r a 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•.%.oma r and a reins e will be charged. /Signature OWNER or AGENT The foregoing instrument was acknowledged before ]me this The foregoing instrument was acknowledged before 9me this 11 day •f �%t , 20 7 T , by ,day of , 20 1 , by ��Q � L d ` �`'O , who is personally known to erALC- \ t LA-WO/who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Signature CONTRACTOR identification and who did take an oath. Sign: c Print: 1--et-'41 vet -- Seal: ************* APPROVED BY (Revised02/24/2014) Sign: ` J gLA-" Print: -� �'c-' �? (.f Seal: ****************** 16—Plans Examiner Structural Review es-% LAURA FABLE 011 MY COMMISSION # EE53276 EXPIRES: March 16, 2015 ARY Ft. Notary Discount Assoc Co. ******* ************ ) / ./ Zoning Clerk STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 FINKELSTEIN, ERIC SCOTT F & F CONSTRUCTION SERVICES INC 2511 NW 17TH LANE #A-4 POMPANO BEACH FL 33064 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and leam more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE RICK SCOTT, GOVERNOR STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROF SIONAL GULATION CGC060569 SSI D:=F,98/10/2014 CERTIFIED FINKELSTEI F & F CONST iUCTION V1C `INC IS CERTIFIED under the provisions of Ch.489 FS. Expiration date : AUG 31, 2016 - L1408100002398 KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 FINKELSTEIN, ERIC SC F & F,CONSTRUCTION, 2511 NW 17TH LANE -#A POMPANO -BEACH- ISSUED: 08/10/2014 DISPLAY AS REQUIRED BY LAW SEQ # L1408100002398 iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full -fie employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, you may be personally liable for the worker compensation injuries of anv person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. State of Florida ) County of Miami -Dade ) Sworn to• subscribed before me t1t s t day ofNow '~ T By i? `.1 Contractor State of Florida ) County of Miami -Dade ) Sworn to and subscribed before me phis bey o , 20 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2014 THROUGH SEPTEMBER 30, 2015 DBA: Business Name' F & F CONSTRUCTION SERVICES INC Owner Name: ERIC S FINKELSTEIN/QUAL Business Location: 2511 NW 17 LN STE A-4 POMPANO BEACH Business Phone: 954-454-1948 Rooms Seats Employees 7 Receipt #:G;R6A1L°CONTRACTOR Business Type:CONTRACTOR) Business Opened:o2/o9/2oo1 State/County/Cert'/Reg:CGC 060569 Exemption Code: Machines Professionals Number of Machine For Vending Business Only THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You, must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: ERIC S FINKELSTEIN/QUAL 2511 NW 17 LN STE A-4 POMPANO BCH, FL 33064 2014 - 2015 Receipt #133-13-00010944 Paid 09/24/2014 27.00 r• .vnunlw Iwo. Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You, must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: ERIC S FINKELSTEIN/QUAL 2511 NW 17 LN STE A-4 POMPANO BCH, FL 33064 2014 - 2015 Receipt #133-13-00010944 Paid 09/24/2014 27.00 r• 22/01/2015 10:31 954-616-1888 Matthew Roebuck Page 1/1 OP ID: MGR AC4C7RL7" s�,.,..r••4- CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDJYYYY) 01/22/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Roebuck Associates Insurance Exchange LLC 6899 S University Drive, # 301 Davie, FL 33328 Roebuck Associates CONTACT PHME: . NEo. Ext): FAX C, No): WCL ADDRESS: PRODUCER F&FCO-1 CUSTOMER ID 8: INSURER(S) AFFORDING COVERAGE NAIL # INSURED F&F Construction Services, Inc 2511 NW 17th Lane , # A4 Pompano Beach, FL 33064 INSURER A :Western Heritage Ins. Co. INSURER B INSURER C : INSURER D : EACH OCCURRENCE INSURER E : 1,000,000 INSURER F : X • REVISION NUMBER THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IIN. SR TYPE OF INSURANCE ADDL INSR SUHR WVD POLICY NUMBER POUCY EFF M �M/DDJYYYY) EXP 3 CMIDDIY ) LIMITS GENERAL umaLny EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY SCP098103101 01/13/2016 01/13/2016 PPREMISES(ice) HIED EXP (My ane person) 3 $ 100,000 1,000 CLAIMS -MADE X OCCUR PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE Lair APPLIES PER 1 POLICY n !' n LOC PRODUCTS - COMP/OP AGG 3 2,000,000 Jl $ AUTOMOBILE LIABILITY ANY AUTO AU. OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) 3 BODILY INJURY (Per accident) $ PROPERTY DAMAGE (PER ACCIDENT) $ $ — $ UMBRELLA UAB EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE 3 DEDUCTIBLE RETENTION $ $ WORKERS COMPENSAT1od AND EMPLOYERS' LIABILITY ANY OFRCERANEMBEREARTNER/EXECUTXCLUDED (Mandatary In NH) if yes, describe u DESCRIPTIONOF OPERATIONS Y / N N JA WC STATU- OTH- TORY LIMITS ER IVE E.L. EACH ACCIDENT $ below E.L. DISEASE - EA EMPLOYEE 3 E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule H more spate is required) General Contractors - License # CGC060569 l!KL?TIR1rATC unr hto - - - . - __ - Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FL 33138 ACORD 25 (2009/09) SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AUTHOR ZED REPRESENTATIVE 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Date: March 28, 2015 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Re: Permit # RC -14-2081 Ayuso and Coronado Residence Addition 461 NE 101st Street Miami Shores, Florida 33138 Folio # 11-3206-017-0670 Attn: Building Official: Dear Sir, I, Edward A. Landers P.E., having performed and approved the required inspections at the job site. This letter will hereby attest that the required details and sections have been approved for the revision to the ledgers from %" expansion bolts @ 12" o.c. 2 rows staggered to %" expansion bolts @ 16" o.c. one row. Should you have any questions or need any additional information please do not hesitate to contact me. • Sincerely, %,404 p.NDE'� �'se, S E e, g(6 s o Edward A. Landers P.l s,C p Q State of Florida: #03834,,,0•. F C:%°o ,.• 44/%%"'#ee• DS............0 `®NP gee Si"=•t tilos 14611—E S:TI FET. .t TF 549 NIP 1i!LAKES EL h3U5t x23.3938 FAX: (395) 23.9355 • DIVISION OF• Environmental Health Florida Health Miami -Dade County 41)0At OSTDS/Well i .on 11805 'SW 26t Street • Miami, FL33175 � r Date l �i 9 1,2E t le °SIDS # ftp 1(.523 3 l Comments: #Y.1 -11-t - 2_101k.-( . -20:1 -zoo I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-227736 Permit Number: RC -9-14-2081 Scheduled Inspection Date: February 06, 2015 Inspector: Rodriguez, Jorge Owner: ALAN CORONADO, LISA AYUSO Job Address: 461 NE 101 Street Miami Shores, FL 33138-2448 Project <NONE> Contractor: F&F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: Foundation Work Classification: Addition Phone Number Parcel Number 1132060170670 Phone: (954)454-1948 Building Department Comments BEDROOM, BATHROOM ADDITION. Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP-227665. Missing bonding 4O.f)$ A.v z.- /440 Qa 067,v February 05, 2015 For Inspections please call: (305)762-4949 Page 23 of 32 11111111111111111111111111111111111 111111111111111111111111111111111/1 111111111111111111111111111111M1 111111111111111111111111111111PM 111110111111111111111111111111'i!�111 11111101111111111111111111111114111 11111111111111111111111111111141111 1111111111111111111111111111PAIIII 11111111113111111111111111114111111 11111111110111111111111111WP111 11111111111011111111111P4IIMIll 11111111111101111111111%111111,1111 1111111111111011111M111111111111 111111111111111`► Ini11111111111111 111111111111111111111111111111111111 111111111111111111111111111111i!'�1�111 -pomosai si modal mo wo soma so suolsnpuoo tutuumus Jo no020110nd 110 0001=PaSste Pue %Rapp Apodold PISH*0003 at0 so poupqns edB spacial Ho tomosmo pus °Mud aqs Vow oi nopooload puma sv WNW= PR 30 03 iou s! 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BLS spospaus Mums org spa 33193110208 UtpedeBpilino Ord, BIM uopoudtuoa Sufstoin okt 11111111E itiPak PIM la Pin 11 1111 6911 L1 immaions6 iitogaila%16 imuk Immo lifilgeW 1.1,1..1.1 Itt I 6311 1111 6011 1111111=11111111111 11111111110111111111 I0 =wow aplums 8frS11 avow liopuotp7 S2711S31 ISZL de pagodas Pw sfq paohnos INV puns ;ems appi Incqi mop :vnis qus llepdpasaa flog ans ger aln Ps and vets swpro7 agems uPl. oil %-14011S WHIN 1213.4S).£01 a 19t7 ssaVPV EIS pap*, 1790EE ougthuod 17-11# 31InS I AIN I ST 111v uolan4=0.41:1 Plana AwilimAi &WV I Siff 'OP dallugai ailDff LSSI-GIALLSV ISZL NOLL3KIAra)11000id -SSS-50E 31-1 ELEC.-SU-50£ =Ind - MEE '100Pati 'WPM 'onu*AV qs�i. ' masa aNI 4S1AIVI7DSNO3 9MLLSZL CIATV 91411irigNIDAlg HALM 771' 'Z'C iA DAVID A. DACQUISTO, AICD PLANNING & ZONING DIRECTOR ?7///iam; SIwre$ ViC�a DEVELOPMENT ORDER 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138-2382 Telephone: (305) 795-2207 Fax: (305) 756-8972 File Number: PZ -414201492 Property Address: 461 NE 101 Street Property Owner/Applicant: Address: Agent: Address: Liza Aynso 461 NE 101 Street, Miami Shores, FL. 33138 Mark Campbell 373 NE 92nd Street, Miami Shores, FL 33138 Whereas, the applicant Liza Ayuso (Owner), has fled an application for site planreview 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 and Sec. 600. Site plan review and approval required. One-story addition. Whereas, a public hearing was held on May 22, 2014 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. 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: 1) Approval is granted as shown on the plans submitted and made a part of this approval to construct a 180 sq. ft. bedroom, 48 sq. ft. bathroom and a walk in closet. 2) The easterly A/C unit to be located not less than 10 ft. from the side plot line. 3) The house plans to be modified and the vestibule is to be designated as hallway on the plans. Page 1 of 2 DO PZ -4-14201492 Ayuso 4) Applicant to obtain all required building permits before beginning work. 5) 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 (DOHIHRS) as required. 6) Applicant to meet all applicable code provisions at the time of permitting. 7) Applicant to complete a covenant in the form of a "Declaration of Use" assuring the property is used only for a single family purpose, and further assuring that a fence will be retained around the rear yard with the only rear gate to be located at the west side of the plot, record the covenant with the Miami -Dade County Recorder and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official. 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 conditions was passed and adopted this 22nd day of May, 2014 by the Planning and Zoning Board as follows: Mr. Abramitis YES Mr. Busta YES Mr. Reese YEA Mr. Zelkowitz YES Chairman Fernandez YES Date DO PZ -4-14201492 Ayuso 2phard M. Ferran s'z airman, P1: , Board Page 2 of 2 • . • . ................ • • • • 4• • • • • •• . • • ''..4 • • •••".- .4 _ • oi. • • • 44.C.4. ..'i `' • • 0. • •: • '' ' • • •• • , . • • . •ic•-• • 4 41 if. :•• . • • . , ..... . ..... . . • • • • 4 • • • • • 1 • • • • • • • . ..... • • • • • • • . • • • • . s • • • • fh. • • • • • • 0.• • •: • • • • • • • • • .0 .0 • • • • • • • • • 1.. • • 10 • • • , .11Si. • • : • • ego • • • ittke‘lic 107 Pr' ....... •• • • ...... ....... • t4 Edward A. LANDERS, P.E. CONSULTING ENGINEE 414- P.E. #038398 A4 - (305)823-3938 . ..... 014- 1.1,4 ao-sotu.A:L40 /a/ ftsri 6.4.0 Coe_u-st "4,5- /2.4 /51 tJ 'Mart:- 0 1- • :• 00 • • • . • 4,-; • . • • ••• • • •isc •••':••• • •••• • 1 • & • • • • •...•••••••• Pi •••1' • • S• • •• • •: • 4 • • •• •. •• • • • ••• • • • . • • • • •• ••• • ••••:, • .. • • • •. •••;1 O : • • • • : • i •• • • ••• 41 • • • ••' ••• •• • ••• • • • •4.011-4 -• • • ••• • • lo • • • •• • • • :0 • • • • • • •• • •... ..•• •• •••• 44 •• tv- • .• • ttf,reft, 0:64i ?Zr . • . : • • Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 pleimaliraireartalmmeamata tz-thr-(11 :* *: * • 41 • •• 4 •.4 • • • • • • • • • • • • •• • #•••• 4# ea • Atig, • • ?: • • • r • • • • • • • • • 2••••a ••••.•••:R• • :••••• 4::P.• ° • • * • • • 4: •• • • et• • • • • • • it: • • P. • a • Valli - •: • • • • .• ••• • # • • • • e • •• • • • „••I, 4 - Ikt efo !Lys- 042 ' •! Se. r .d $ ••1•••• : • •• :•••• 74( Edward A. LANES, RE. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 Coi-c-cr f.• • • .... , :. . . . ; • • ! • • • r. : 111.••••:••••:, i'',18.E!. :4.1.4• . 141:: wit. !el, ..... .:. ..... • • • :: • *o. 4,, : •:: • • o • ; • • • .;••• * - • • • • • • • e; • • .$0. • . • • • • • ' •-• • • • •• • • • .•.•.• , . ... • 41°* • • •• 9.•• *o Was.: • • • • • • - '• • " ! • • • • ' • •o .0 • f • . • • * • • • 3 5-114 sq 16 ur • . • • • • • • • •$' • • • .... • t, • • . ' . : • • .• • .! Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 16 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NO ODL, Inc. 215 East Roosevelt Avenue Zeeland, MI 49464 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Plastic Glazed Tubular Skylight APPROVAL DOCUMENT: Drawing No. 18707-000, titled "'Tubular Skylights, Severe Weather", sheet 1 of 1, dated 01/27/03, prepared by ODL, Inc., signed and sealed by Lyndon F. Schmidt, P.E. , bearing the Miami Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Mi , die Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,4tilfe and following statement: "Miami Dade County Product Control Approved", unless othez3vise'noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and thea ellen no change in the applicable building code negatively affecting the performance oft isin duct. • • TERMINATION of this NOA will occur after the expiration date or if there has bead s rxisioni,rr nge in the materials, use, and/or manufacture of the product or process. Misuse of this NO& n endors tient of • any product, for sales, advertising or any other purposes shall automatically terminate U!IaI1 lOA. Faure to comply with any section of this NOA shall be cause for termination and removal of NQh • ECETIVED SEP 2014 I4o MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER. BUILDING FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 .maimidade.sov/buiidinacode .•• • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Counfy, Florida, agel•friltowed. by the expiration date may be displayed in advertising literature. If any portion of th®NOkis displa reds, then. it shall be done in its entirety. • •••• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 03-0415.20 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 Carlos M. Utrera, P. UL.� APPROVED; NOA No. 08-0828.03 Expiration Date: February 5, 2014 Approval Date: October 30, 2008 Page 1 .2� • • •. . • ODL. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Drawing No. 18707-000, titled "Tubular Skylights, Severe Weather", sheet 1 of 1, dated 01/27/03, prepared by ODL, Inc., signed and sealed by Lyndon F. Schmidt, P.E. B. TESTS 1. Test report on Large Missile Impact Test per TAS 201, Cyclic Load Test per TAS 203 and Uniform Static, Air & Water Pressure Test per TAS 202, on "14" Plastic Glazed tubular Skylight", prepared by Architectural Testing, Reports No. 01-43861.01, dated 03/03/03, signed and sealed by Joseph A. Reed, P.E. 2. Test report on Method for Ignition Properties of Plastics per ASTM D1929, Method for Rate of Burning and/or Extent and Time of Burning of Self Supporting Plastics in a Horizontal Position per ASTM D635, Method for Density of Smoke from the Burning or Decomposition of Plastics per ASTM D2843, Method for Tensile Method of Plastics per ASTM D638 before and after weathering of Lexan 143. They were prepared by ETC Laboratories, Report No. 02-745-12582.0, dated 11/07/03, signed and sealed by Joseph L. Doldan, P.E. 3. Addendum to ETC 02-745-12582.0 dated 12/03/03, signed and sealed by J. L. Doldan P.E. "Submitted under NOA # 034415.20" C. CALCULATIONS 1. Anchoring Analysis of Plastic Glazed Tubular Skylight, prepared by R. W. Building Consultants, Inc. signed and sealed by Lyndon F. Schlidl op 024100. "Submitted under NOA # 034415.20" • •• : •.' • 2. Anchoring Analysis of Plastic Glazed Tubular Skylight, prepare byi. W.:•. ' • Building Consultants, Inc., dated 10/07/08, signed and sealed by laion F .SoLpaidt, P.E. • • • • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E-1 • • • • • • • •. .•• . • • • • . . . • •.•. • • . •..• Product Control Examiner NOA No. 08-0828.03 Expiration Date: February 5, 2014 Approval Date: October 30, 2008 I „ 0 ODL. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Code compliance and no financial interest letter issued by R.W. Building Consultants, Inc., dated 10/07/08, signed and sealed by Lyndon F. Schmidt, PE. 2. No change letter issued by R.W. Building Consultants, Inc., dated 08/26/08, signed by Rick Wright. G. OTHER 1. Notice of Acceptance No. 03-0415.20, issued to ODL, Inc., approved on 02/05/04 and expiring on 02/05/09. E -2 • • • • •• • • •••• • •••• • • •• •• • • • •• • • • •• • •••• •••• • •• • • • ••. • • •• • • • • • • •• •••• • •••• • • • • • • • • • •••.•• • • ••••• • • • • • •••• • • ilk Ibt os M. trera, P.E. Product Control Examiner NOA No. 08-0828.03 Expiration Date: February 5, 2014 Approval Date: October 30, 2008 MODEL EZ TUBULAR SKYLIGHTS MODEL TUBE DIAMETER EZIOSCP 10" EZ14SCP 14" 7-3/ 16" TOP OF DOME 0.115" MIN THICKNESS POLYCARBONATE DOME GE LEXAN 143 6.00" #8A X 3/4" SS PAN HD W/#8 X 3/8" O.D. SS WASHER lOmm X 12mm FOAM TAPE 0.050" ALUMINUM CURB 4" MINIMUM SEE NOTE 2 1/4" BEAD BP300 NON CURING BUTYL SEALANT NOTE: SECTION VIEW 1. ALL ROOFING DETAILS SHALL COMPLY WITH CHAPTER 15 OF THE FLORIDA BUILDING CODE . 2. 4" MIMIMUM DISTANCE FROM DOME UP TO ROOF SURFACE FOR SHINGLE & BUR W/O INSULATION. FOR INSULATION AND TILE ROOF; ADD THE TILE HEIGHT AND THE INSULATION THICKNESS TO 4". *NW Mem ireestbs Oa Mk allegoseit *0141.01 11 0 2&.o3 iatt 1 TOP VIEW SCREW LOCATION #10A X 2" SS PPH SCREWS 1" FROM EDGE, 81 /4" MAXIMUM O.C. • • 7/16" DECK MINIMUM. Doaumusets Prepared Bye L08 Box x CONSULTANTS, tl4C. P.O. 230 VCIVICo FL 33898 Phone No.: 813.889.9197 Florid7of ard of Professional Engineers Of No. 9813 Lyndon F. Schmidt. P.E. NO. 43409 • •••• •• • ••0• • •• •. • •••• • •• • •• • • •• •• DESIGN PRESSta'WING : • • • ±100P6f •• 0000 LARGE MISSLE IMfAir SISTANT • • • • • 4953B B 4953 A REV NOTES PER MDCBrO • • RELEASE FOR PRODUCTION h1 ratv DDB ee. w Met INVIN els UST lT 49464 tecopopt TUBULAR SKYLIGHT; SEVERE WEATHER MATERIAL ARIMU•�fNUM IRB / DRAWING 18707-= 11 OF 1 1/27/03 1/27/03 MONS INC. Lend Surveying Services 1E1114 ssin MIMI taoel81242 FAS pospeou r meta O4O3412 MaDOMO BOUNDARY SURVEY VIM AIANCORDNAPOAND USAAYU$O PROP•AOBO Affil tE 101 STREEtteAtitFL. 330 RCUP.112' 15'ALLEY ie VOID) 0.5fr cL 3 zm r lass's 0—t 1a65 E1o'OF LOT 19 FNDJ.P.1, 04 THEE CF LOT Isf L DESCRIPEONt �S Lam oFLOT20E BLOCE 91 IA7N FOUR Win oFLOT21 41,ATINIOKi_ _Nen __...74 N@L • NOM • • 23'PEalagay 20'AsphaR NE 101 STREET COOKMAKESSITAREL sumentestionot a ,[ Ca E I i �Y11pW. IGimieuzs D siona MEPLATONSIONIONTHERATIOSTFEOPMENNITOPZ NpTEESHOM NDESSERIL t�UA1EE0WPO OFPDOTOOS„ARGOIOISOROTI E9ilfl l ARETODECEMOU0000,1086a1C TO OP EN1iE. IPSEDONTOMONALGEOOSICIIIRDOILOKIUM PpR PURFOOMOKT.NOTDOUTOIEUSEIFOO moorizawfammom 7:0 J 041EA7-1T�B M1 NOM JILiEOM N ME BIEBTOTBE PLAT ROM OF ON MB OM= OF EMMY WE. BMW 1t 1OL OYER t7t1� MUM IN BLE DIES MHO 53 • • • • • •• • • •••• • • •••• • • .• •• ••• • • •••• • •• • • • .11 • • •• • • • • • •• ••H • •••• CPI I Tv • • • • • ALAN SEcessalisAta ?O/IitI NDUSAA11JSO. • • • • • MAY APPEAR. is • Ts•O• KEYTITLEKESCROW• STEIVIRTTITnEGUIRAN►YCOMPANY. •••• 5102We y CV* Om•Umkr00, •K=•ataei•Re 1 R .4204101•R•q 00.01. 0•••.S10.RWW 1.010 1E•0a•yE•0104 et•tiestrUggR�,,ppggr. ,T4F• w 0010.012.•0•101. 0••.arlies q, •ME•;FA•Ww•Piq DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows, LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "S -S000" (Miming Aluminum Casement Window - L. M. L APPROVAL DOCUMENT: Drawing No. W08-08, titled Series "S-5000 Alum. Outswing Casement Wdw. (L.M.L)", sheets 1 through 10 of 10, dated 01/23/08, with revision C dated 02/20/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 te. minrlte this 140:5A!Failup • to comply with any section of this NOA shall be cause for termination and removal'pf N®A. . • • ADVERTISEMENT: The NOA number preceded by the words Miami -Da It • geunty,• F'leri.da, ate • followed by the expiration date may be displayed in advertising literature. If aA 'M'tion of the NOA Si • displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by • . manufact r or its : • • distributors and shall be available for inspection at the job site at the request of the Building 0�1. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv ••• ••• • ••• • • • • • • • • • •••• • • •• This NOA renews NOA# 12-0223.44 and consists of this page 1 and evidence page Viand E-2, Is well as •• . approval document mentioned above.• • • The submitted documentation was reviewed by Manuel Perez, P. . • •• •• •• • ••••• • • •••• NOA No. 12-0820.06 I APPROVED ; 1+.`xpiration Date: April 03, 2018 l� lei I J /Approval Date: November O8, 2012 J i I n Page 1 • ES Windows. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W08-08, titled Series "S-5000 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision C dated 02/20/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "B" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-07 along with marked -up drawings and installation diagram of series S-5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTI -6294 and FTI. -6295, dated 02/25/11 and 03/16/11, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 11-0419.01) 2. Test reports on: 1) Air infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "B" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-04 along with marked -up drawings and installation diagram of series S-5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5336, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submit' under previous NOA No.08-0204.05) C. CALCULATIONS • .•.• • •••• • 1. Anchor verification calculations and structural analysis, complying wittt FDC -2007, •. and prepared by AI-Farooq Corporation, dated 04/06/11, signdd. & d sear$ 6y Javad Ahmad, P.E. •.•• •. • • (Submitted under previous NOA No. 11-0419.01) ' • •. • : '. •• •• 2. Glazing complies with ASTM E1300-04 ' • •• •• •••• • •••• • • • • • • • • % • • • i • Mann Product Con ai 4=101 NOA No.► 'I .06 Expiration Date: April 03, 2018 Approval Date: November 08, 2012 • • E-1 • ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2010, dated 02/21/12, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 12-0820.06) 2. Laboratory compliance letters for Test Reports No.'s FTI. -6294 and FM -6295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 11-0419.01) 3. Laboratory compliance letter for Test Report No. FM -5336, issued by Fenestration Testing Laboratory, Inc., dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 08-0204.05) G. OTHERS 1. Notice of Acceptance No. 12-0223.44, issued to ES Windows, LLC, for their Series "8-5000" Outswing Aluminum Casement Window - L.M.I.", approved on 05/24/12 and expiring on 04/03/13. • • . .... • .• • .. . • .. • .. • . • • .... .. • • • • • •.. •••• • .. ...... . • •• •• •1•• . .... ▪ • Mann < P Product Contro finer NOA No. : i .06 Expiration Date: April 03, 2018 Approval Date: November 08, 2012 E-2 SINGLE (X) SERIES 5000 ALUMINUM OUTSWING CASEMENT WINDOi DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SILOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE COMBINATIONS OF CASM1'/CASMT OR CASEMENT WITH SERIES 5100 FIXED WINDOWS USING MUUJONS IN BETWEEN. LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE IN LL TING HIGH VELOcI Y HURRICANE ZONE (HWIZ). • • • • • • • _• • • • • LWOOD OADS TBU KS B/T R :MUST BE 4CMI PCDPIe ILYJO :RAISF� • •• • • • • ••q••• (• ANCHORS %MU. SE ASRS EMBEDMENT TO SASE u�r, SH �B�D WNJ DRESSING OR STUCCO. ANCHORING OR LOADINO CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LAAO DURATION INC8!LA_SE ®''HAD DI�IN DIMONL/OFF *HONORS INF WOOS ONLY. MATERIALS INCLUDING (WIH )THE DISSPIORAR YATE�ALSS s� • COME ALS CLUDCT REQUIREMENTS OF 'ME FLBPoDA 5&00. CODE $CCTIQN 6003.11.4 • • • TYPICAL ELEVATIONS (M/MIng Code PltaXICIIIEVISSO DOUBLE (XX) THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED: • C CLOW • p r" wd it i ifr1 FWilming no. 08-08 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (sheet 1 of I R) DESIGN LOAD CAPACITY - PSI? FOR (2 ) S1000 WINDOW D100. WITS CAM LOCHS WINDOWS WITH MULTI POINT LOCH CLASS TYPES A, 8, C, D, 0,P GLASS TYPE 'A' GLASS TYPES GLASS TYPES 'C' 'D', 'E' MOTH 19-1/8" 28-1/2" 37° 42" 19-1/8" 20-1/2' 3r 42" HEIGHT E1T.(+) INT.(-) EXT.(+) 1 NT.(-) EXT.(+) 190.(-) EXT.(+) 1NT.(-) 26° ea.o 85.0 85.0 88.0 80,0 90.0 90.0 90.0 65.0 86.0 85.0 85.0 90,0 90.0 00.0 90.0 85.0 89.0 85.0 65.0 90.0 80.0 90.0 90.0 85,0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 19-1/8" 26-1/2" 37" 42' 19-1/8' 28-1/2° 37° 42° 38-3/8" 85.0 85.0 85.0 85.0 90,0 90.0 90.0 80.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 65.0 89.0 850 90.0 80.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 00.0 00.0 60-5/8" 850 85.0 85.0 85.0 90.0 00.0 05.0 00.0 850 85.0 85,0 55.0 90.0 90,0 90.0 00.0 88.0 85.0 85.0 86.0 90.0 000 90.0 80.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 00.0 18-1/8" 28-1/2' 37" 42" 19-1/8° 28-I/2° 35" 24" 28" 32" J8" 40" 42" 83' 85.0 85,0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 95.0 85.0 85.0 90.0 90.0 90.0 900 65.0 85.0 85.0 850 80.0 90.0 90,0 90.0 90.0 900 74-1/4' 90.0 90.0 90.0 90.0 90.0 80,0 90.0 50.0 78" 90.0 90.0 90.0 90.0 86.4 85.4 48" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 86,0 85.0 60.0 90.0 90.0 80.0 85.0 85.0 850 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 900 90.0 90.0 90.0 85.0 85.0 86.0 85.0 90.0 90,0 00.0 90.0 85.0 85.0 85.0 85.0 00.0 90,0 90.0 90.0 24" 28" 32' 38" 40" 42" 04 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 86.0 90.0 90.0 90.0 90.0 85.0 85.0 88,0 85.0 90.0 90.0 90,0 900 95.0 85.0 85.0 85.0 00.0 00,0 90.0 90.0 86.0 88.0 85.0 88.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 88.0 90.0 90.0 80.0 90.0 24° 28° 32° 35" 40' 42' 80" 88.0 89.0 85.0 89.0 90,0 90.0 80.0 90.0 85.0 B5.0 80.0 85.0 90.0 90.0 80.0 90.0 85.0 85.0 85.0 85,0 00.0 90.0 90.0 90.0 85.0 85.0 85.0 05.0 90,0 90.0 80.0 90.0 90.0 90.0 90.0 90,0 24' 28" 32" 30' 40" 00" 85.0 85.0 85.0 80.0 00.0 00.0 80.0 00.0 85.0 65.0 80.0 85,0 90.0 90.0 90.0 90.0 85.0 85,0 85.0 85.0 90.0 80.0 90.0 900 90.0 90.0 90.0 90.0 24" 28" 32" 38' 72° 0-0 •O.• • -• • 9- • 05.9 • 60,0 • _ • _• i• •_ • •• •- • •_ • • • •- • •_ • 4i•• (0.0 90.M 90.0 80.0 -• •- • •- • .- • 90.0 • 90.0 24" 28' 32" 38' 70° •4 •ii• •• • 4r • 116.15 80.0 95.0 00.0 00.0 90,0 4 4 • • • • • ••• • ••• • •• • • • • • • • • • • • •• • • • • • • • • • 9 • • • • • • • •• ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • DESIGN LOAD CAPACITY - PSP FOR ( 01 ) SIZES WINDOW D1610. WITH CAM LOCOS WIN00WS WITH MULTI POINT LOCK GLASS TYPES A, B, C, D. 0, P GLASS TYPE 'A' CLASS TYPES '8' GLASS TYPES 'C', '5', T. 'F' 81014 HEIGHT EXT.(+) INT.(-) EXT.(+) IM.(-) EXT.(+) INT,(-) EMT.(+) INT.(-) 37" 53-1/8" 74° 84" 28 85.0 85.0 85.0 89.0 90.0 90.0 80.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85,0 05.0 90.0 90.0 900 90.0 85.0 85.0 85.0 85.0 90.0 80.0 90.0 90.0 37" 53-1/8° 74° 84° 38-3/8" 85.0 05.0 85,0 95.0 80.0 90.0 90.0 90.0 85.0 800 85.0 85.0 90.0 80.0 90,0 90.0 85.0 05.0 85.0 09.0 90.0 80.0 80.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 00.0 37" 53-1/8" 74° 84" 50-5/e" 85.0 85.0 85.0 89.0 00.0 00.0 00.0 00.0 85.0 85.0 85.0 85.0 90.0 90.0 00.0 90.0 85.0 85,0 85,0 86.0 90.0 J 90.0 90.0 90.0 85.0 85,0 85,0 05.0 90.0 80.0 00.0 90,0 37' 53-1/8" 74" 84" 03° 85.0 85.0 85.0 85,0 80.0 80.0 90.0 90,0 78.9 78.9 78.9 78,9 78.9 78.9 78.9 78.0 07,7 87.7 87.7 07.7 87.7 87.7 67.7 87.7 - - - - - - 80.8 00.8 37" 53-1/8° 74' 84'- 74-1/4" - - - - - - 83.9 03.9 - - - - - - 47.2 47.2 - - - - - - 40.1 40.1 - - - - - 35.0 35.9 37° 53-1/8" 74" 78" - - - - - - 58.5 69.0 - - - - - - 43.9 43.9 - - - - - - 37.2 37,2 48" 5e" 04' 72" 80' e4" 48' 85.0 85.0 85.0 95.0 90.0 90.0 90.0 50,0 85.0 850 85.0 85.0 90.0 20.0 00.0 90.0 85.0 85,0 80.0 85.0 90.0 900 90.0 90.0 85.0 85.0 85.0 85,0 90.0 00.0 90.0 00.0 85.0 85.0 85.0 85.0 80.0 90.0 80.0 90.0 05.0 85.0 86.0 86.0 90.0 90.0 90.0 90.0 48" 68" 84" 72° 80' 94" 54" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85,0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 95.0 90.0 900 80.0 90.0 86.0 86.0 85,0 80.0 00.0 90.9 90.0 00,0 65.0 85.0 95.0 55.0 90.0 90,0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 60.0 90.0 45" 68" 84" 72" a0° 84' 80" 85.0 85.0 85.0 e6.0 90.0 90.0 90.0 900 85,0 83.0 85.0 05.0 98.0 88.0 88.0 88.0 79.3 79.3 79.3 79.3 79.3 79.9 79.3 79,3 72.8 729 72.8 72.8 72.8 72.8 72.8 72.8 - - - - - - 68.0 88.0 - - - - - - 80.2 08.2 48" 58° 84" 72" 80' 88" 74.4 74.4 74.4 74,4 74.4 74.4 74.4 74,4 85.1 55,1 85.1 86,1 85.1 85.1 88.1 85.1 58.3 58.3 50.3 08.3 88.3 89,3 58.3 58.3 - - - - - - 53,2 63.2 - - - - - - 49.4 49,4 18' a8" 84" 72' 72' - - - - - - 59.8 see - -- - - - 49.5 49.5 - -- - - - 44,2 44.2 - - - - - - 40.2 40.2 40° 58' 64" 72" - -- - - - 48.1 48,1 - -- - - - 41.9 41.8 78' - - - - - - 37.2 37.2 - -- - - - 33.8 33.8 ,<RODUCT RENEWED * complying with the9Iot8• 9oidleg Code Acceptance No E li I.I. Batton 8)808,< * W 1S pr Miami t Prtldlicl.,. By Mia PRODUCT REVISED es complying with the Florida Building No OB. 110. D NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 Engrt ..10/AD AH61A0 •'CIVIL' PEF. PE 70592 C.A.N. 3538 z 8 81 0 0 0 0 1 4 drawing no. W08-08 (shoat 2 of 10) 1/8• HEAT SIREN'S GLASS .090 INIERlAYER BUTACITE PVB BY 'DUPONT' 1/8• HEAT STREN'D CRASS SILICONE DON CORNING 795/983 GLASS TYPE 'A' 5/32° HEAT STREN O CLASS .090 INTERLAYERUTAS TTE PVB BY 'DUPONT' 1/8' HEAT STREN'D mass SILICONE DOW 1339N240 795/983 GLASS TYPE 'C' 1/8" HEAT STREWS GLASS .080' INTERLAYER SENTRYOLAS BY 'DUPONT' 1/8' HEAT STREND GLASS SILICONE DOW COMING 795/983 GLASS •E At,T GLAZING OPTION THESE GLAZING STOP CAN BE USED WITH GLASS TYPES 'A', 'B', 'C' & 88//32" HEAT STREN' CRASS 5/32" TEMP. CLASS 1/4' AIR SPACE 5/32' HEAT STREWS GLASS 1/8" HEAT STREN'D. GLASS o90' INTERUWER .0900 DflQBATER SENTRYG A4 81' 'DUPONT' BUTACRE PVB BY 'DuPOie 1/8" HEAT STREN'D CRASS 5/32' HEAT STREWO WPS9 SILICONE =CONE DOW 00104240 795/983 DOW CORNING 795/983 GLASS TYPE 'D' •• ••• • • • • • •• • •• • • • • •• ••• •• • • • •• • • • ••• • ••• •• • • • • • ••• • ••• • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLASS TYPE 'E' GLAZING OPTIONS 8/32' HEAT STREN'D GLASS 55//32" TEMP. CLASS 1/4' AIR SPACE 1/8" HEAT STREWS. CLASS .090" INTERLAYER SENTRYOIAS BY 'DUPONT 5/32' HEAT STREWS CRASS SHAM DOW MONO 785/983 GIME TYPE 'P' NOTE: TO QUALIFY FOR SMALL. MISSILE IMPACT RATING EXTERIOR. PLY OF GLASS TYPES 'E' & 'F" MUST BE TEMPERED. SERWC FROCKS AT INSUL. LAN. CRASS OC01,121140 BEA0 LEO TOCLEAR MOOS 114150' 1,1 1 a 1 g 114 J drawing no. W08-08 sheet 3 of 1 Q) MHAMI-OADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA OROGITCFRENEWED 4); / Irl �cT/il WOOD BUCKS AND METAL. STRUCTURENOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; sa am FOR SPACING 1/4. DIA. ULTRACON BY 'ELCO' (Co.177 KS. Fy.188 KS) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4° MtN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELF ORILLINO SCREWS (ORAOE 2 CAS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. ® .0 INTO METAL STRUCTURES STEEL : 12 OA. MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/B° THK. MIN. (8063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL_. EDGE IbCTANCi INTO CONCRETE AND MASONRY m 1-1/2° MIN. INTO WOOD STRUCTURE m 11/18° MIN. INTO METAL STRUCTURE ® 11/18° MIN. TYROL ANCHORS SEE 6LE1. FOR SPACNO ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • drawing no. W08-08 (sheet 4 of 1 SINGLE VENT WINDOWS 1/4' SRN NAL CAM LACKS OP1 N I/4' MAX. 'TYPICAL ANCHTNES SEE ELEV.FORSPACE% 11 11111 11 MX ARMORS SEE ELEV. FOR SPACING •• ••• • • i • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• •• • • • • • • • • ••• • ••• • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • WIMOW tors yNgarIththoFtmida r -022.44 tIlbv 'Im! DUAL VENT WINDOWS FLA. FE 1_70E2 CAN.. atm 8 , �D 4a • u' 1 Pi I 1H 1 lad— .11010.1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rW awing no. 08-08 (sheat. of1o) TYPICAL ANCHORS METAL SEE CLEW FOR SPA= STRUCTURE ALT. O ALT. SILAMI—OADE coUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NDA • • •• ••• • • • ••• • • • • • • •. • •. •• ••• •• • TYPICAL. !ICHORS •• • • • OE ELS* FOR SPASMS* • fogs • • • •• • • • • •• • • • • • • • • • • • • • • • - • • • 0040 • • • • ••• • • • • • • • • • • •• • 00• • • • • • • • • • • • • • • 0• •. • • • •• 00 000 • • • 000 • • INSTALLATION DETAILS wrrs FLUSH FRAME AFTER 00 201 (0'9 11 1N1 CO, 1 ming no. Was—o8 (sheet 0 of 10) 0000 FRAME au Geo Q SNUBBER 0000 VENT GLAZING STOP (IAM. GLASS) GLAZINO STOP (INSUL IAM. GLASS) IMPOST 1.030 1.844 • • •• • • • • •• ••• .188 Mae • • • • •. • • • ••• . • IMPOST STIFFENER • • • • GLAZING STOP (LAM. GLASS) 1000 • • • • • •• • • • • • • •• • 718 GLAZING WEDGE . • . • . . . . •• •• 1 i •• •• 1 X 3 tt CUSTOM Rlltl LION •• .� 5TD. MUWON .125 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• •- • • ••• • • ® FLUSH FRAME ADAPTER .fit Date MUWON CUP 1'� tiOt 1 1 Fsewing no. W08-08 sheet 7of1Q) INN PAST B QUANTITY DESCRIPTION 849BBL L NAXF./BUPPL112/85846[f8 1 635001 1 FRAME HEAD 808348 - 2 688001 1 FRAME 804E 608346 - 3 E85001 1/ VENT FRAME JAMB -HINGE UDE 6083-78 - 4 655001 1/ VENT FRAME JAMB -LAM SIDE 8003-78 - 5 688002 1/ VENT VENT TOP RAIL 8083-76 - 6 655002 1/ VENT VENT BOTTOM RAI. 8083-76 - 7 651102 1/ VENT VENT SIDE RAIL -WOE SIDE 6083-46 - 8 685002 1/ VENT VENT SIDE RAS. -LATCH SIDE 6083-T8 - 9 688004 2/ VENT SNUBBERS. 2-1/2° LONG - 6063-76 - 40A 081103 AS 8600. 603+20X6 BEAD (LAM. GLASS) 608348 - 108 - A9 2200. aims BEAD (51UI LAM. GLASS) 8083-T6 - 1DC 081008 AS RECD. OLALNO ow (IAM. GLASS) 808348 - 11 27-425 A8 REQO. CAM21fO 043167 WOE DUROMETER 60 58026 .A' 1111 681010 AS MID. O1.AZDN0 VIEOOE 8017 PVC *UROMETER 003 SHORE 'A' 12 - AS RECO. FRAME & VENT ABY SCREWS - 110 X 1-1/2" PH 8818 13 - 2/ MOM SNUBBER INSTALLATION SCREWS - ja x •1/2" PH kW 14 6202 A8 REQD. OUTER WENNERSTRMPING (POLYPROPYLENE BASE' TPE BULB) - DUROMETER 65 SHORE 'A 15 688008 AS ROME. ICIER WEATHERSTRIPPING EPOM 0420b6T6R 80 SHORE 'A 18P4840-88 A9 R60D. DINER LOCK 8T. STEEL SULLIVAN & ASSOCIATES 17 30158 2/ VENT 4 BAR WOES-HE/Off DUTY • TRUTH FARDWARE 18 - 3/ HINGE HINGE mums SCREWS AT FRAME - 110 X 1/2° PH 8118 1811 - 4/ FENCE ff83ME MOUNTING SCREWS AT VENT - 110 X 1/2" PH 8M6 19 23 BERES 1/ VENT 594012 4244 OPERATOR (AT 8-1/2" FROM ENDS) - TRUTH HAS 20 - 4/ OPER. OPERATOR MOUNTIES SCREWS - 810-24 x 3/8° PS 5M6 21 30175 1/ OPER. 13-3/4° L0N0 TRACK ST. 8NEE1. TRUTH HARDWARE 22 - 2/ TRACK TRACK MOUNTIES SCREWS - 110 X 3/8" PH ES SMS 23 - A9 RE08. 10 0415701 MULLION 6083-78 - 29A- AS RECD. 113 STANDARD MULLION 6083-78 - 24 - A8 REIB). 81UU40N CUP 6083-18 - . 25 - 2/ LITE SUMO BLOCK 5/16" x 5/6' X 4° LONG EMI AT 5" FROM EACH ECD. DUROMETER 8638 26 - 8/ LITE TAPE SPACER (1/4" X 1/2") FOAM AT 6" FROM 04.435 ENCS 30 - OPTIC. 6/18" BOX SCREEN _ 33 095009 2/ VENT ANT SAO awe. 2° LONG NYLON/CELLON ANN NAMES 34 - 2/ 8647E SKATE MOUNTING SCREWS - 16 A 1/2" RUMS 38 638003 1 851081 6083,48 37 ES5010 A9 ROLL IMPOST STIFFENER 8083-78 45 12.01-0500 - MULT141014T L001 MECHANISM INT68R.00K 46 - - LOCK FASTENER PLATE - 47 - 2/ LSE L008 FAS75ER SCREWS THREAD FOR&0N0 48 06211-2250-X4414 - SNP ON COVER _ 49 CLO1-1050-Xq( - SNAP ON HANDLE - 80 - - 1X806 (AC8TA6) - 61 - - KEEPER (ACETAL) _ 52 -- LOCK BAR (304 ST/8T) - 53 E8-6017 A9 RECD. FUSE FRAME ADAPTER 83_78 MEWL 64 - 1/ VENT LOCOING HAN= - SULLIVAN & ASSOC. 5S • 2/ � • C f ♦ S1-1/3" t60; r/r FROM sorrow) - SUW.ON & ASSOC. • • • 1/2 PH MS 57 688013 1/VONT 618!1 lands/atmAbtunAAf1 • • i _• • - 1/-32 . 1/S° ■ 1/2' N1A1BAR 68 P�011 2L 9� .f�M�4F„9c1 • • • • • - CUSTOM 59 08-20041-S5 2/ 0&N7 .KEEPERS (AT 12" & Bf° FROM BOTTOM) ST S(EEL SULUVAN & ASSOC. 60 - 2/ EBNER KEEPER M041845NG SCREWS - 110 X 3/5" PH 5449 • ••• • ••• •• • • • • • • • • ••• • ••• • •• • • • • • • • • • • • • • • • •• • • • • • • • • •• . • • • • PRODIScrwsvrain BC•io AooepmmeNo I .:_ • M1 4 Dam T!L%,2 ALL FRAME AND VENT GARNERS AND INSTALLATION SCREWS SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3 1 1 1 4 • • s � drawing no. W08-08 (shoot 8 ot10) IMPOST CORNER • •.• • ••• •. • • • • • • • • ••• • ••• • •• • • • • • • • • • • • • • • •• • • • • • • • • • . ••• • • • • ••• • • • • • • • • • • • • • ••• e • • • • • • • • • • • • • •• •• • • • •Y •• ••• • • • ••• • • VENT CORNER 1 w 1 0223.4¢ 4 • drawing no. W08-08 (sheet 9 of MULLION TOAD CAPACITY - P8F ISTLI ON LOAD CAPACITY - PSI 894087 Detre. 1x0 8T& 1x0 C COLL 791008 DIS. 1x9 sm. 1x8 108108 NULL WIDTH (W) 28-1/2" 37' 42' 48' 48' 83-1/8 82' 28-1/2' 37" 42' 43° 48" 83-1/8° 82' LENGTH (1.) INN-) 100.(+) SUI.(..) 88° 90.0 40.0 904 80.0 90.0 90.0 90.0 00.0 • 00.0 00.0 00.0 00.0 90.0 WIDTH (W) 30' 38" 42° 48' 84" 00" OW MOTH (L) 94" EXT.(+) 504 90.0 oIr (+) uffd-) 90.0 800 90.0 90.0 90.0 804 90.0 004 90.0 80.0 00.0 00.0 90.0 w" 90.0 90.0 90.0 90.0 004 90.0 80.0 90.0 90.0 00.0 90.0 880 90.0 904 30 3W 42" 48' 84' Ba" GO" NCO 80.0 00.0 Sao 90.0 00.0 00.0 00.0 90.0 80.0 90.0 00.0 980 90.0 28-1/? 37" 42" 48" 48' 83-1/8° 28-1/2' 42" 48' 48" 81' 74-1/4' 900 1104 90.0 90.0 82.8 90.0 78.8 90.0 78.4 89.1 71.0 89.2 30' 38° 4? 48' 54' 89° 48' 90.0 904 804 90.0 804 00.0 90.0 90.0 90.0 90.0 90A 904 70° 40.0 90.0 841 904 78.4 72.8 90.0 09.7 87.4 30" 30" 42" 48" 84' 72' 904 90.0 904 90.0 90.0 00.0 83.8 90.0 78.4 00.0 84.2 Ism% 30° 3e' 42' 48' 81" 78' 90.0 00.0 88.1 00.0 78.4 90.0 698 07.4 87.1 041 1. USE CNAR7 ON THIS SHEET FOR SIDE 8Y SOS CONNECTION CAPACITY OF WINDOW MUU ON. 2. FOR CASEMENT WINDOW CAPACITY SE SHEET 2 OF 10. 3. FOR MED WIDOW CAPACITY SE SEPARATE NOA. 4. LOWER VALUES 7208 STEPS 1. 2 02 3 WILL APPLY TO SORE SYSTEM • • • • • • • • CLIPPED MULLIONS TYPICAL 4 SIDE SHEET 702 4 LIPTON 2 141 W2 TYPICAL ELEVATIOND SIDS HT BIDS WINDO 9 8201* BY SIDE APPLIES TO TWO OR MORE WINDOWS WIDTH (W) = Wi + WE 2 E00L120118110ELEOLMILLIONALES INTO CONCRETE AND MASONRY • 2' MIN. INTO WOOD STRUCTURE • 11/18' MIN. INTO METAL STRUCTURE • 11/16" MIN. 1 1 1 mu • •.• • • •.• • • • • • •• • • • • • • • • EXTERIOR SWINDON . WEN •: i • *WINDOW Wanes • • rtam.TO.r_eeun• MIRLLION • • MOMENT TO FIXED MULLION I,04A ©8 2012 ••• • • • • • • • • • 8 • . • •• •• • • ••• • • • . • • ••• • • • • . • • • . • • • •• •• • ••• • • drawing n0. W08-08 fattest 108+10 iv, Utktai/J DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION ' NOTICE OF ACCEPTANCE (NOA) ES' Windows, LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County 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 Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Aluminum Tube Mullions - L.M.I. APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by AL-Farooq Corporations, dated 04/26/04 and last revised on 03/05/12 w/ revision "1!', signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.sov/sera/ •••• ••• MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's Haar; of logo% i ' state, ... :. model/ series and following statement: "Miami -Dade County Product Control Apprbf . unless gtherwise• . noted herein. •••••• •• . • ....• •• ..... RENEWAL of this NOA shall be considered after a renewal application has been filediend there Res been••;..• no change in the applicable building code negatively affecting the performance of thispt. • TERMINATION of this NOA will occur after the expiration date or if there has been vision or•change • • ........... in the materials, use, and/or manufacture of the product or process. Misuse of this NO* aS at endvt 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 rmnoval of WA: • • • 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. 09-0825.03 and consists of this = 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. G n, P. E. 6.6As' NOA No. 12-0308.37 4' Expiration Date: September 16, 2014 k J Approval Date: May 31, 2012 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMI7D A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 04-0712.01) 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by AL-Farooq Corporations, dated 04/26/04 and last revised on 03/05/12 w/ revision "F", signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "D -A" fixed window, Grade 10, Level LV 1 per ASTM F 588-04, Side -Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3810, dated 05/16/03, FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA No: 04-0712.01) C. CALCULATIONS.... • 1. Anchor verification calculations and structural analysis, FBC YPg Yvit�l. , • • •. prepared by AI-Farooq Corporation, dated 09/01/09, signed • ncLiealed.8y Javad •. • •' Ahmad, P. E. • •••••: (Submitted under previous NOA No. 09-00825.03) . • • 2. Glazing complies with ASTM E1300--98/ 04 . ...... • ...... • • ••01 . D. QUALITY ASSURANCE .. • • • ...... ...... 1. Miami -Dade Department of Permitting, Environment, and : Regulator C • Affairs . • • • (PERA).• • . .... •. . ...• E. MATERIAL CERTIFICATIONS 1. None. E-1 Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12-0308.37 Expiration Date: September 16, 2014 Approval Date: May 31, 2012 ES Windows. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMI11'ED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2010, dated 02/24/12, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance and no financial interest, dated 08/21/09, signed and sealed by Arshad Vigra, P. E. (Submitted under previous NOA No. 09-0825.03) 3. Laboratory compliance letter for Test Reports No.'s FTL-3810, dated 05/16/03, FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 09-0825.03, issued to ES Windows, LLC for their Series "Aluminum Tube Mullions - L.M.I.", approved on 11/10/09 and expiring on 09/16/14. • • ...1•• • • • .• •• '• •• • • • • 1.1111 .11.1. • •.1• • •• 111... •..11.•• 1111 1.... • • •• •1111 • .111 11 •• 1111 1 ••;•1; • 1111.. .1•• . • • •••111 111111 ••• • • 111111 • • 111111 • 1 • •••• • •• • . Jaime D. Gascon, E. Product Control Section Supervisor NOA No. 12-0300.37 Expiration Date: September 16, 2014 Approval Date: May 31, 2012 E-2 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN SE USED WITH AU. MIAMI -DACE COUNTY APPROVED IMPACT ANO NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS OEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLOIBDA RAIDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL ammo PRODUCTS USED WITH THESE MUWON$ MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS E+C. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SPALL BE AS LISTED, SPACED AS MOW ON DETAILS, EMBEDMENT TO EINE MATERIAL. sou. BE BEYOND WALL COVERING (STUCCO, TRE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INIORFASE IS USED IN DESIGN CF ANCHORS INTO WOOD ONLY. MATERIALS INCLU01NO BUT NOT LIMBED TO METAL. SCREWS THAT COME INTO CONTACT WITH OTHER OISS1MILAR SPALL wet THE REQUIREMENTS OF THE FLOROA BLOC. 0005 SECTION 2003.8.4. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. -- — 00 u ,3.. ara 1 1100:000 eI IkAuta �i4-rr= vir- 0'xres,20. 1' th. 3.000 IL JN 44100 5.000 6,11000 2000 TYPICAL WINDOW FRAME TYPICAL. GLAZING PRODUCT TUMBAR SHAPES ALLOY . 8083-78 3.000 4.000 MULLIONS CONTAINING TYPICAL GLAZIN PRODUCTS HORIZONTAL OR VERTICAL, SEE WINDOW OR DOOR APPROVAL FOR FASTENERS 51285 A140 SPACING FON PARTICULAR OPENING PER ASCE 7 • • • • • • • • • 4 :I• • • =LI DETERMINE DESICA4 LOAD REQUIREDSTEP 2 USE MAMA -GIDE COUNTY APPROVED GLAZING PRODUCTS • • • �, i • • • • • FP 3 MEETING NE IOM REQUIREMENTS. PER PRODUCT • • • • i i • • •• :• i .. Pf» APPROVA • • • • • • �gpg USING CHARTS ON SHEET 3 SELECT MULLION SRE WITH • • 1 + . . r;; SEE...4 ones RATING MORE TWAT 02SION LOAD SPECIFIED At • Oct• stdo i, IN STEP W /AVE. r,;�:. b.'/.�"t%, -�• USING ANCHOR TYPES ON SHEETS 3 THAI 8 AND AL�910R • •• • • •• r ON SIM 4, SELECT ANCHOR TYPE WITH DESIGN RATING • • • • • MORE T. THE tem LOADS SPECIFIED N STEP t ABOVE. • • • • • • • • • • • • - • • : : • ••• ••• • 1.000 1 VAR 982012 • • • • • • • • • • • •• •• • • • • • • • • • • ••• •• • • • • • • • • • •• •• • •• •• ••• ••• • • s„ 1 2 2 74 9 0 drawing no. M04-04 (shoot 1 of 8 ) • • • • ••• ••• • • • • • • • • • •• •: • •• •• • : •• •• •.. •:• ••• • • • • • • • • • • •• •• • • 1.000 _c.125d Loco- .---2,000--.1z6 .---2.000-.xao �' r �, .323 --�' 1.000 d ,126 d tow - W 1 03 n 1 1111 - p--zoao J 12e - �' p .336 3.000 .125 4.0004.000 .125 8.000 .125 6.000 -4 a-.126 6.000 b 4-:250 3.000 .125 .126 .33 8 .323 i 1 X 3 CUSTOM MULLION 8089-T8 CUSTOM 1 X 4 MULLION 6083 -TB F--2.000--.1.126 STD. MULLI0ry 6003-T6 STD. 6063-15 MULLION 2.000 .125 ALUMINUM TUBE MULLIONS E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 ter.. (305) 624-7775 FAX. (305) 624-7777 2X5 STD. MULLION 6063-75 2X6 SID. _MULLION 8053-T6 2X6 EAH W MULLION 8063-T6 2.000 x.126 1 3.000 - .125 4.000 -a -.125 1E/2" FOR 1/4° DIA. ANCHORS 5/6° FOR s/16° DIA. ANCHORS ANGLE 0053-T5 2.000 CLIP - �i Ed. 1 2 X 3 STD. MULLION 2 X 4 STD. MULLION 6083-73 8083-T8 -^' .720 1.890 1x"11 @ !I�$i: ! .1513 M. - 1.405 - 3.280 r 2A00 .125-. - 4- a'730 .41 iiiiii ' gQ o u' a 3.750 ORNNO Ed v INN... EDGE DIST. 1/2" FOR 1/4' DIA. ANCHOR F 1 8/18" DIA ANCHORS MUL�50N�CUP // �y.. ••• 14P , 4.500 • • • •NI•DTCR : • - • • •• •• • • •• Ed .� MIN. EOOE oar. 440 1/Y FOR 1/4' OM ANCHORS • 6/6" FOR 5/1� 004 Ad 1108$ • ;•: '••. ` ' t`P :• • • � I • • • • • : : iii 2, ��. • • •droving p� • :?:: •• �A4Tu ` �+ a. PRODUMUMSBD 0.0**404.429459Plada" . i,/l tafr O � y �� :.::..�;.. AHYAO PIA. PE WAR oa Zeit nO.5/8' Moo -o4 sheet 2 of $ ) • • • • ••• ••• • • • • • • • • • •• •: • •• •• • : •• •• •.. •:• ••• • • • • • • • • • • •• •• • • • • • 8 •• •• •fir •• • •• • • ••• • • • • :•o,„• ••8 •i• ••••• • �� //�� �-4f .-w D28101* WAD CAPACITY - RN (TUBE MUIJJONB) DESIGN LOAD CAPACITY - P8F (TUBS MULLIONS) DES10N LOAD CAPACITY - 082 (TUBS MULLIONS) WINDOW DIMS, 1X8 CUSTOM 1X4 CUSTOM I X3 CUSTOM 1X4 CUSTOM 1X8 CUSTOM I X4 CUSTOM 1X8 1X4 8X3 8X4 EX 2X6 8X8 WINDOW DIMS. 1X8 WINDOW DIMS. S X i g A 4 i ,. WIDTH (8) MULL SPAN STD. STD. STD. STD. eWD. STD. HEAVY 910TH (8, MUM SPAN 870. 1X4 STD. 8%3 STD. 8X4 STD. 8%e STD, 8X8 STD. 2X8 HEAVY WON (W) MUL.I. SPAN 1X3 STD. 1X4 no. 8X8 STD. 2X4 STD. 8X5 STD. 8X6 STD. 8X8 HEAVY 18-I/8" 150.0 150,0 180.0 180.0 150.0 180.0 180.0 19-1/8° 74.5 140.9 115.1 180.0 180.0 150.0 180.0 19-1/8' - 37.9 27.3 55.3 96.7 146.1 150.0 28-1/2' 150.0 150.0 180.0 150.0 150.0 150.0 150.0 26-1/2' 83.8 101.7 83.1 148.8 150.0 150.0 150.0 28-1/2" - 27.3 - 39,9 69.8 1054 180.0 30° 160.0 150.0 180.0 150.0 180,0 150.0 150.0 30" 47.8 89.6 73.4 131.3 150.0 150.0 150.0 30" - 24.1 - 35.3 51.7 93.2 150.0 37° 150.0 150.0 180.0 150.0 150.0 150.0 150.0 37" 38.5 72.8 59,5 108.4 148.9 150.0 180.0 37° - - - 28.6 50,0 75.5 138,8 42" 149.6 150.0 150.0 180.0 150.0 180,0 150,0 42° 33.9 54.2 52.4 93,8 131,2 150.0 180.0 42' - - - 25,2 44.1 68.5 122.3 48" 38-3/8" 130.9 150.0 150.0 150.0 150.0 150.0 180.0 48° 74-1/4' 29.7 511 45.9 82.1 114.8 150.0 180.0 48" 120" - - - 22.0 38.6 58.2 107.0 84" 118.3 150.0 180.0 150.0 150.0 150.0 180.0 84" 28.4 49.9 40.8 72.9 102.1 135.2 150.0 54" - - - - 34.3 51.8 95.1 50" 104.7 150.0 150.0 150.0 150.0 150.0 150.0 SO° 23.8 44.9 36.7 85.6 91.8 121.7 150.0 60" - - - - 30.8 48.8 85.8 68" 95.2 150.0 148.8 150.0 150.0 150.0 150.0 ear 21.6 40.8 33.4 59.7 83.5 110.6 150,0 e8" - - - - 28.0 42.3 77.8 72° 87.3 140.1 134.8 150.0 180.0 180.0 150.0 72° - 37,4 30.8 54.7 76.5 101.4 150.0 72" - - - - 28.7 38.8 71.3 19-1/5" 180.0 150.0 180.0 150.0 150.0 150.0 150.0 19-1/8° 51.5 110.1 79.5 150.0 180.0 180.0 19-1/8" - 28.5 20.5 41.8 72.7 118.8 180.0 28-1/2' 138,2 150.0 150.0150.0 " 150.0 150.0 150.0 28-1/2" 37.2 79,4 57.4 118.1 150.0 150.0 28-1/2° - 209 - 30.0 52.5 93.4 150.0 30' 120.3 180.0 180.0 150.0 150.0 150.0 150.0 30' 32.8 70.2 50.7 102.8 143.5 150.0 30' - - - 284 46.3 73.7 135.4 37° 97.5 180.0 150.0 150.0 150.0 180.0 150.0 37° 28.5 58.9 41.1 83.2 116.4 150.0 37° - - - 21.5 37.8 59.7 109.8 42" 889 138.0 132,6 150.0 180.0 180.0 180.0 42° 23.4 50.1 38.2 73.3 102.5 1359 42' - - - - 33.1 52.6 98.7 ALUMINUM TUBE MUWONS^ E.S. WINDOWS. LLC 5220 N.W. 72 AVE. BAY /4 MIAMI. FL 33166 TEL (305) 624-7775 FAX. (305) 624-7777 1 48" 50-5/8' 75.2 120,8 118.0 150.0 150.0 150.0 180.0 48° 84" 20.8 43.9 31.7 84.1 89.7 118.8 48° 132' - - - - 29.0 48.1 84.8 84" 689 107.3 103.1 150.0 150.0 150.0 180.0 54' - 39,0 282 84 79.7 105.8 e4' - - - - 25.7 40.9 78.2 80° 80.2 98.6 928 141.2 180.0 150.0 180,0 e0° - 35.1 25.3 516 71.8 95.1 e0" - - - - 23.2 38.8 87.7 66° 84,7 879 84.4 128.4 150.0 150.0 180.0 68" - 31.9 23.0 48.8 85.2 88.4 88" - - - - 21.1 33.5 51.5 72' 50.1 80.8 77.3 117.7 150.0 150.0 150.0 72" - 29.2 21.1 42.7 59.8 79.2 72" - - - - - 30.7 58.4 19-1/8° 1418 1550 1508 150.0 150.0 180.0 150.0 19-1/8" 34,5 74.0 53.3 1041 150.0 180.0 180.0 19-1/8" - 21.9 - 32.0 58.0 89.0 150.0 28-1/2' 103.8 15.0 150.0 150.0 180.0 180.0 150.0 28-1/2" 24.9 83.4 38.4 78.0 124:4 180.0 150.0 28-1/2' - - - 23.1 40.4 843 118.0 30° 91.7 147.2 141.4 150.0 180.0 150.0 150.0 30" 22.0 47.2 34.0 68.9 109.9 145,8 180.0 30' - - - 20.4 38.7 55.8 104.3 37' 74.3 1193 114.7 150.0 150.0 150.0 150.0 37° - 382 27.5 55.9 89.1 118.0 150.0 37' - - - - 28.9 48.0 84.5 42° 85.5 108.1 101.0 150.0 150.0 150.0 150.0 42° - 33.7 24.3 49.2 78.5 104.0 150.0 42" - - - - 25.5 409 74.5 48' e8" 57.3 92.0 88.4 134.5 150.0 150.0 180.0 48' 98' - 29.5 21.2 43.1 88.7 91.0 180.0 48' 144° - - - - 22.3 355 85.2 54' 509 81.8 769 119.5 1504 150.0 150.0 54' - 282 - 38.3 81.0 80.9 148.8 54' - - - - - 31.8 57.9 80° 48.8 73.6 70.7 107.8 150.0 150.0 150.0 80' - 23.8 - 34:4 54.9 728 133.7 60' - - - - - 28.4 82.1 88' 41.7 86.9 84.3 97.8 1359 150.0 150.0 88° - 21.4 - 31.3 49.9 68.2 121.8 88' - - - - - 288 47.4 72' 38.2 81.3 58.9 89.8 125.4 15.0 150.0 72' - - - 28.7 459 80.7 111.5 72' - - - - - 23.8 43.4 19-1/8' 1219 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8° 24.2 51.9 37.4 75.9 132.7 150.0 150.0 28-1/2° 88.0 141.2 138.7 150.0 180.0 150.0 150.0 28-1/2'- 379 27.0 848 988 130.1 150.0 ARCHES TO IM 1N5a als HORIZONTAL MULLION91819E RECTANWIAN WOE g 1 l i 1 � g )i 30' 77.7 124.8 119.9 150.0 150.0 150.0 180.0 30" - 33.1 23.9 45.4 84.e 118.0 150.0 3r 83.0 101.2 97.2 147.9 150.0 150,0 150.0 42° 85.5 89.1 85.8 130.3 150.0 150.0 150.0 37" 42' - - 28.9 23.7 - - 39.2 34.5 88.6 60.4 93.3 82.2 180.0 150.0 -,. -��. 7.' -'''PRODUCT // QCT `�1 6 48' 83° 48.8 78.0 74.9 114.0 150.0 150.0 150.0 48' 108' - 20.7 - 30.2 52.9 71.9 132.1 �VERT�N. 54" 43,2 69.3 85.6 1013 1418 150.0 150.0 54' - - - 28.9 47.0 63.9 117.4l MILLION . 00' 38.5 62.4 59.9 91.2 127.8 150.0 150.0 e0' - - - 24.2 42.3 57.5 105.7 GLAZING 88' 38.3 86.7 84.5 82.9 118.0 150.0 150.0 86" - - - 22.0 38.5 52.3 98.1 Row= PROOUCI g 75' 32.4 52.0 49.9 76.0 10&3 1408 150.0 72° - - - 20.2 35.3 47.9 881 PCRAM • ALL LOADS ARE EXT.(+)/INT.(-). PRODUCT Iiii 81 82 MUWON SPAN $ e W w . . MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED • • • •• VERTICALLY OR HORIZONTALLY. • • • • • • • • (INTERPOLATION BETWEEN WIDTHS ALLOWED) k h • :• * • TYPICAL MULUON ARRANGEMENT$ •. w 4 m �adthero..• • • .• •• •• 7oea2 Wading •" ,. ;, •• • • WIDTH (W) = WT aDOfr)1(.1_, ANCHORS TYPE 'D' AND 'E' APPLICABLE TO Z 4", 5" AND 6" TUBE MULLIONS. • . drawingno. M04-04 ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO • ALL TUBE MULUONS. • • • • • • • • ••• t ••••T ••• • A� V I�IyI� N • • ••• �/ � • . • • • • • 14 vv sheet 3.f 41 ) • • 8 •• •• •fir •• • •• • • ••• • • • • :•o,„• ••8 •i• ••••• DESIGN LOAD CAPACITY - P8? WINDOW DIMS. ANCHORS TYPE W07H (W) MULL SPAN A R C 0 2 19-1/8' 1500 150.0 1800 180.0 1804 26-1/2° 180.0 1804 150.0 1800 1804 30' 143.1 180.0 150.0 180.0 15110 37" 1180 150.0 150.0 180.0 180.0 42' 1022 150.0 132.9 180.0 1800 48° 38-3/8' 88.4 150.0 118.3 180.0 180.0 84' 790 147.3 103.4 180.0 160.0 80" 714 131.6 93.1 180.0 1800 66" 65.0 120.8 84.8 180.0 1800 71° 884 1104 77.8 150.0 1604 18-1 /8' 1804 150.0 1504 1504 180.0 28-1/2' 1228 1800 180.0 180.0 1500 30" 108.5 15110 141.1 150.0 IMO 37" 87.9 150.0 114.4 180.0 150.0 42' 774 146.6 100.8 1804 1604 ' 48' 50-5/6' 87.8 125.8 88.2 1500 180.0 Sr 88.3 111.7 76.4 1804 1504 60° 84.2 1004 70.8 141.1 1804 68' 49.3 91.4 84.1 128.3 1804 72' 48.2 83.8 88.8 1179 147.0 19-1/8" 1484 150.0 180.0 180.0 150.0 28-1/2' 1072 180.0 139.4 1604 150.0 30' 94.7 180.0 113.1 150.0 188.0 37' 784 1423 89.8 1804 150.0 42° 67.6 126.3 88.0 1504 180.0 48' 68" 59.2 109.7 77.0 1504 1880 84° 52.6 974 68:4 1884 188.0 60" 47.3 87.7 81.8 123.1 150.0 68° 43.0 79.7 56.0 111.9 139.8 72" 39A 73.1 61.3 102.6 128.3 19-1 /8' 136.7 1504 1804 1500 150.0 28-1/2" 98.7 1800 1283 1804 180.0 30' 87.2 1804 113.4 150.0 180.0 37' 70.7 1314 91.8 1604 188.0 42' 82.3 118.4 81.0 150.0 180.0 48' 63' 544 1014 70.9 141.7 150.0 54' 48.4 89.7 63.0 1284 150.0 60° 43.6 80.8 58.7 113.4 141.7 88° 394 73.4 51.5 103.1 1889 72' 38.3 67.3 47.2 944 118,1 DESIGN LOAD CAPACITY - PSP WINDOW DIMS. ANCHORS TYPE WITH (W) MULL SPAN A 6 C D E 19-1/8° 118.0 180.0 180.0 1800 1500 28-1/2" 83.7 180.0 108,8 150.0 180.0 30' 740 137.1 96.2 1800 180.0 37" 600 111.1 780 1500 180.0 42' 52.8 97.9 88.7 137.4 1800 48° 74-1/4' 48.2 86.7 60,1 120.2 150.0 54' 41.1 76,1 83.4 108.9 133.8 80' 374 684 48.1 98.2 120.2 68' 33.6 62.3 43.7 87.4 109.3 72° 309 57.1 40,1 80.2 100.2 19-1/8" 1028 150.0 133.4 180.0 180.0 28-1/2' 740 137.1 96.3 1500 1804 30' 85.4 121.1 884 160.0 1804 37' 834 98.2 66.9 1374 1804 42' 48.7 88.5 60.7 1214 1500 48" 84' 40.9 75.7 83.1 108.3 132.9 84° 36.3 874 47.2 844 118.1 80' 32.7 60.6 424 880 108.3 68° 28.7 88.1 316 77.3 88.6 72" 27.2 504 35.4 70.9 885 19-1 /8' 88.7 180.0 118.7 1500 180.0 26-1/2' 64.8 120.0 842 1800 160.0 30° 87.2 108.0 74.4 1489 150.0 37° 48.4 889 60.3 1204 180.0 42' 409 75.7 53.1 108.3 132.9 48' 96' 35.8 88.3 484 93.0 118.3 54' 319 88.9 41.3 81.7 103.3 60° 289 830 37.2 74.4 93.0 68' 18.0 48.2 339 87.8 845 72' 23.8 44.2 310 820 77.8 19-1 /B° 789 1474 103.7 1504 150.0 28-1/2' 87.8 108.7 749 149.7 150.0 30' 889 942 66.1 1323 180.0 37' 41.2 76.4 839 107.2 134.1 42' 38.3 873 47.1 844 118.1 48' 108" 31.8 584 41.3 827 103,3 Sr 88.2 82.3 38.7 734 91.9 80' 25.4 47.1 33.1 68.1 88.7 68" 23.1 429 30.1 60.1 75.2 72' 21.2 883 27.6 55.1 66.9 AU. LOADS ARE EXT.(+)/INT.(-). NOTE: ANY ANCHOR CONDITION SHt M HLIfigIN'�AA,� C•dl R. LOCATIONS AT HEAD, SILL OR JAMB 6NDSP• • • • • FOR ANCHORS DESCRIPTION SES SHEETS:5 THRU •s. • • • (INTERPOLATION BETWEEN WAIS OR'$PAIQS ALLbWEb) • •• • •• • •• ANCHORS TYPE 'D' AND t APl?I'rABLE :'O • • i • • • • • • 4", 3" AND 6" TUBE MU1.1I613S. • • • • • • • • • ANCHORS TYPE 'A', 'B' AND ;C' ISLTCADLfii TO • • • • • ALL TUBE MULLIONS. • • • • • • ANCHORS DESIGN LOAD CAPACITY - MP WINDOW DRAB. ANCHORS TYPE YAM (ISS MULL SPAN A II C D 8 19-1/8° 71.8 1334 93.4 1504 180.0 26-1/2" 81.8 980 670 134.8 1800 30" 45.8 84.8 88.8 119.0 148.8 37' 37.1 68.8 48.3 98.8 120.8 42' 32.7 60,8 424 88.0 108.3 48' 120' 28.8 83.0 37.2 74.4 93.0 Sr 28.4 47.1 33.1 89.1 821 88" 229 42.4 29.8 89.5 74.4 66' 20.8 384 27.1 54.1 87,8 72' - 35.3 244 49.6 62.0 19-1/8' 88,3 120.8 84.9 150.0 180.0 26-1/2' 47.1 87.3 81.3 1228 180.0 30' 41.8 77.1 54.1 1081 138,3 37" 33.7 82.5 43.9 87.7 109.7 42" 29.7 88.1 38.8 773 96.6 48" 132' 284 48.2 339 879 844 84° 23.1 428 30.1 80.1 78.2 60° 20.8 38.5 27.1 54.1 674 88' - 35.0 24.6 49.2 819 72° - 32.1 22.5 45.1 56.4 19-1/8° 889 1109 77.8 150.0 1500 28-1/2' 43.2 80.0 88.2 112.3 140.4 30° 38.1 70,7 49.8 99.2 124.0 37' 30.9 57.3 40.2 80.4 1004 42" 27.2 50.5 35.4 709 88.8 48' 144° 23.8 44.2 31.0 62.0 773 84" 21.2 39.3 27.8 68.1 884 60' - 35.3 24.8 49.8 82.0 68' - 32.1 225 45.1 58.4 72" - 29.4 20.7 41.3 81.7 ANAiOH9 A,B, 1YPECA ORE VOTTLOAL SLUM ARMORS .. 8,0.0,0 0909 E 4 191 82 ANSA TYPE 4.84,0 OR E TYPI A MU 1ION AR ANGEMENTS WIDTH (W) = tat +2 W2 102210101 MIWON 896N68 70 66 84868823 INSIDE R ECTANS6AR SHAPE MULUON SPAN mower REMO dA1L ituir4 AMP=N %4 P ■ 1 13 1 • 0 0% Z012 ••• • • • • 0041 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • drawing 110. M04-04 (sheet *of $ ) 1 PRODUCTCRAM DANGKO6T/dl Pat OWING PRODUCT ANCHORS 4.13.10 OR E MULUON SPAN mower REMO dA1L ituir4 AMP=N %4 P ■ 1 13 1 • 0 0% Z012 ••• • • • • 0041 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • drawing 110. M04-04 (sheet *of $ ) System Sizing Calculations ® Summer Residential Load m Whole House Component Details Ayuso & Coronado Project Title: 461 NE 101 Street 461 NE 101 Street Miami Shores, FL 33138 - Reference City. Miami, FL 9/18/2014 Temperature Difference:15.0F(MJ8 99%) Humidity difference: 58gr. Window Type* Panes SHGC U InSh IS Omt Overhang Len Hgt Window Area(sqft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 1 NFRC 0.50, 0.75 B -L No E 1.0ft 1.5ft 48.0 0.0 48.0 17 45 2138 Btuh 2 1 NFRC 0.50, 0.75 B -L No W 1.Oft 1.5ft 16.0 0.0 16.0 17 - 45 713 Btuh 3 1 NFRC 0.50, 0.75 B -L No N 1.0ft 1.5ft 16.0 0.0 16.0 17 17 265 Btuh 4 1 NFRC 0.50, 0.75 B -L No S 1.0ft 1.5ft 32.0 32.0 0.0 17 19 530 Btuh 5 1 NFRC 0.50, 0.75 9-1 No S 1.0ft 1.5ft 8.0 8.0 0.0 17 19 132 Btuh Window Total 120 (sqft) 3778 Btuh Walls Type U -Value R -Value Area(sqft) HTM Load Cav/Sheath 1 Concrete BIk,Holiow - Ext 0.13 5.0/0.0 197.0 2.0 389 Btuh 2 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 229.0 2.0 452 Btuh 3 Concrete BIk,Hollow- Ext 0.13 5.0/0.0 137.3 2.0 271 Btuh 4 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 133.3 2.0 263 Btuh Wall Total 697 (sqft) 1375 Btuh Doors Type Area (sqft) HTM Load 1 Wood - Exterior 20.0 13.8 276 Btuh Door Total 20 (sqft) 276 Btuh Ceilings Type/Color/Surface U -Value R Value Area(sqft) HTM Load 1 Cath/Sngl Assern/LighUTlle 0.050 19.0/0.0 365.0 1.01 367 Btuh Ceiling Total 365 (sqft) 367 Btuh Floors Type R -Value Size HTM Load 1 Stem/Crawlsp(Carpet)(v) 19.0 365 (sqft) 0.4 153 Btuh Floor Total 365.0 (sqft) 153 Btuh Envelope Subtotal: 5948 Btuh Infiltration Type Average ACH Votume(cuft) Wall Ratio CFM= Load Natural 0.41 3285 1 22.7 374 Btuh Internal Occupants Btuh/occupant Appliance Load gain 2 X 230 + 0 460•h Sensible Envelope Loact • 67t82•13tuh • • • Duct load NA, Supply(R0.0-None), Retum(R0.0-None) (DGM of 0.000) • • .... t)• Mali • . Sensible Load All Zones • ... 6782 Stub• . • • .••• • •• EnergyGauge® / USRFZB v3.1 • • ••• •• • • •••••• • •• • • • • 000000 • • • ••.•.• •••• ••••• •••• • •••• • • • •••••• •••••• • • ••••• • • • Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Ayuso & Coronado Project Title: Climate:FL MIAMI_INTL AP 461 NE 101 Street 461 NE 101 Street Miami Shores, FL 33138- 9/18/2014 WHOLE HOUSE TOTALS Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 58 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (2.0 people @ 200 Btuh per person) Latent other gain Latent total gain _ TOTAL GAIN 6782 Btuh 0 Btuh 6782 Btuh 0 Btuh 0 Btuh 6782 Btuh 894 Btuh 0 Btuh 0 Btuh 400 Btuh 0 Btuh 1294 Btuh 8976 Btuh 1. Central Unit Mitsubishi #MSZGEO9NA 9000 Btuh "Key. Window types (Panes - Number and type of panes of gds) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U -Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half(%)) (Ornt - compass orientation) • • • ••••yersiol$•• •• 1111 • •• •••• • • • •• •• •••• • • • • • • • • • • • • •• • •••• • •••• EnergyGauge®/ USRFZB v3.1 Page 2 • • • •1111• • • 1••••• • • • • • • • • • Residential System Sizing Calculation Summary Project Title: 461 NE 101 Street Ayuso & Coronado 461 NE 101 Street Miami Shores, FL 33138- 9/18/2014 Location for weather data: Miami, FL - Defaults: Latltude(25.82) Altitude(7 ft.) Temp Range(L) Humidity data: Interior RH (50%) Outdoor wet bulb (77F) Humidity differenc e(58gr.) Load Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heatinaload calculation 5051 Btuh Total cooling Toad calculation 8076 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 152.5 7700 Sensible (SHR = 0.75) 99.5 6750 Heat Pump + Auxiliary(0.0kW) 152.5 7700 Latent 173.9 2250 202 Btuh Total (Electric Heat Pump) 111.4 9000 WINTER CALCULATIONS Winter Hestina Load (for Load component Load Load 3778 Window teal 120 sqft 1800 Btuh Wall total 697 sqft 1833 Btuh Door total 20 sqft 184 Btuh Cuing total 365 sqft 367 Btuh Floor total 365 sqft 202 Btuh Infiltration 30 cfm 665 Btuh Duct loss Latent gain(ducts) 0 0 Btuh Subtotal Btuh Latent gain(ventilation) 5051 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS TOTAL HEAT GAIN 8076 5051 Btuh mmer Cool! nc Lord (for 365 SUMMER CALCULATIONS Load c omponQnt Load Window total 120 sqft 3778 Btuh Wall total 697 sqft 1375 Btuh Door total 20 sqft 276 Btuh Ceiling total 365 sqft 367 Btuh Floor total 153 Btuh Infiltration 23 con 374 Btuh Internal gain 460 Btuh Duct gain 0 Btuh Sens. Ventilation 0 con 0 Btuh Blower Load 0 Btuh Total sensible gala 6782 Stub Latent gain(ducts) 0 Btuh Latent gain(Intlltration) 894 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemal/occupants/other) 400 Btuh Total latent gain 1294 Btuh TOTAL HEAT GAIN 8076 Btuh 8th Edition Latent h,eern81(8%) 000rmt3% • • ••• •••• • • wmdowe(!t 1 • • •• • • 0 ••.• • •• • • • • • •• Al,1 , 4 ejel•T r �%'cam EnergyGauge® / USRFZB v3.1 • • • to 0 • • • • • • • • • • • System Sizing Calculations - Winter Residential. Load - Whole House Component Details Ayuso & Coronado Project Title: 461 NE 101 Street 461 NE 101 Street Miami Shores, FL 33138- Building Type: User Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F (MJ8 99%) :omponent Loads for Whole House 9/18/2014 Window Panes/Type Frame U Orientation Area(sgft) X HTM= Load 1 2 3 4 5 1, NFRC 0.50 Metal 0.75 E 48.0 15.0 1, NFRC 0.50 Metal 0.75 W 16.0 15.0 1, NFRC 0.50 Metal 0.75 N 16.0 15.0 1, NFRC 0.50 Metal 0.75 S 32.0 15.0 1, NFRC 0.50 Metal 0.75 S 8.0 15.0 Window Total 120.0(sgft) 720 Btuh 240 Btuh 240 Btuh 480 Btuh 120 Btuh 1800 Btuh Walls 1 2 3 4 Type Ornt. Ueff. R -Value Area X HTM= (Cav/Sh) Conc BIk,Hollow - Ext (0.132) 5.0/0.0 197 2.63 Conc BIk,Hoflow - Ext (0.132) 5.0/0.0 229 2.63 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 137 2.63 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 133 2.63 Wall Total 697(soft) Load 518 Btuh 603 Btuh 361 Btuh 351 Btuh 1833 Btuh Doom 1 Type Storm Ueff. Area X HTM= Wood - Exterior, n (0.460) 20 9.2 Door Total 20(soft) Load 184 Btuh 184Btuh Ceilings 1 Type/Color/Surface Ueff. R -Value Area X HTM= Cathedral/Utile (0.050) 19.0/0.0 365 1.0 Ceiling Total 365(sgf0 Load 367 Btuh 367Btuh Floors 1 Type Ueff. R -Value Size X HTM= Stem/Crawlsp(Carpetxv) (0.049) 19.0/5.0 365.0 soft 0.6 Floor Total 365 soft Load 202 Btuh 202 Btuh Envelope Subtotal: 4386 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.55 3285 1.00 30.2 665 Btuh Duct load NA, R0.0, Supply(), Retump (DLM of 0.000) •• • ; •' •• 0 Mg • • • All Zones Sensible Subtotal All Zones M • • • 51 Bt��i •.••.• + 1 WHOLE HOUSE TOTALS •• •• • • • • • • .• • • • .••• • • . • • • • Totals for Heating Subtotal Sensible Heat Loss Ventilation Sensible Heat Loss Total Heat Loss EnemvGaug 1 l $REZ6 v3.1 • y • • • • • • 5051 B 0 Btuh 5051 Btuh • • • ••• Page 1 • • • •••••• •• • • ••••• • • • • • • • Manual J Winter Calculations Residential Load - Component Details (continued) Ayuso & Coronado Project Title: 461 NE 101 Street 461 NE 101 Street Miami Shores, FL 33138- Building Type: User 9/18/2014 1. Electric Heat Pump Mitsubishi #MSZGEO9NA 7700 Btuh Key: Window types -NFRC (Requires U -Factor and Shading coefficent(SHGC) of glass as numerical values) or - Glass as 'Clear' or 'int' (Uses U -Factor and SHGC defaults) U - (Window U -Factor) HIM - (Manual] Heat Transfer Multiplier) Version 8 • • • • • •• • • OOOOOO • • •••• • • •• •• • • • • • • • • • •• • ••••• • • •• • • • •••• • •• • • • • • •• •••• • •••• • • • •••••• • •••• • •••• EnergyGauge®/ USRFZB v3.1 Page 2 • • • •••••• • • •••••• • • ••••• • • ••••• • • • • • • • FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 461 NE 101 Street Builder Name: Street 461 NE 101 Street Permit Office: MIaml Shores Village City, State, Zip: Miami Shores , FL , 33138- Permit Number. Owner. Ayuso & Coronado Jurisdiction: Design Location: FL, Miami 1. New construction or existing Addition 2. Single family or multiple famly Shue -family 3. Number of units, if multiple family 1 4. Number of Bedroom(Bedms In Addition) 1(1) 5. Is this a worst cam? No 6. Conditioned floor area above grade (ft") 365 Condition floor area below grade (ft2) 0 7. Windows(120.0 sqft.) Description Area a. U -Factor. Sgl, 04).75 120.00 W SHGC: SHGC=0.50 b. U -Factor: N/A fts SHGC: c. U -Factor: N/A fP SHGC: d. U -Factor. N/A its SHGC: Area Weighted Average Overhang Depth: 1.000 ft Weighted Average SHGC: 0.500 8. Floor Types (365.0 sgft.) Insulation Area a. Crawlspaoe R=19.0 365.00 fns b. N/A R= fts 0. NIA R= fts 9. Wall Types (836.7 sgft.) a. Concrete Brock - Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types (365.0 sgft.) a. Cathedral/Single Assembly (Vented) b. N/A c. MIA 11. Ducts 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Heat Pump 14. Hot water systems - None requiredArea a. b. Conservation features 15. Credits Insulation Area R=5.0 836.67 ft' R= W R= fts R- ftz Insulation Area W19.0 365.00 r R= fts R= r R fns kBulhr Efficiency 9.0 SEER:18.00 k8tu/lu Efficiency 7.7 HSPF:10.00 Cap: N/A EP 5.66441E26 Pstat Glass/Floor Area: 0.329 Total Proposed Maiifled Loads: 16.20 Total Standard Reference Loads: 21.50 PASS -- --• I hereby ce that the , - a, • ,,; -. i'• ' : _, - . b this calcul, , on are In «. p ;. «- ... .� : Code. �/j %%� �� � PREP . - i T�' Review of the �s and ' • • specifications covered by this calculation Indicates compliance • • • ; { With the Florida Energy Code. • Before construction is completed • • • this building will be inspected for "• compliance with Section 553.908 ' • : • i • • • • lorda Statutes. Florida • • BUILDING OFFICIAL • • • 1•K . $1Ap 1+ .:ry y 0 •4 ,� • -,inerts ,. : �, L ,. 7rl'a, ' * sr}s • r • fir' �c • cOp ' • • . • i, • •: • �•• • • DATE: ' 1 Y. 11 I hereby certify that this building, as designed, is in compliance with the Flo rgy Code. OWNE AGENT DATE' pi 'ISoli DATE • • •• • • • • - Compliance requires canpletion of a Florida Mr Barrier and Insulation Inspection Checklist 9/18/201410:46 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: 461 NE 101 Street Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 365 Lot # Owner. Ayuso & Coronado Total Stories: 1 Block/SubDIvislon: # of Units: 1 Worst Case: No PlatBoolc Builder Name: Rotate Angle: 0 Street 461 NE 101 Street Permit Office: Miami Shores Village Cross Ventilation: County: Mfaml-Dade Jurisdiction: Whole House Fan: City, State, Zip: Miami Shores , Family Type: Single family FL , 33138- New/Existing: Addition Comment CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Laxation TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAM! INTL AP 1 51 90 70 75 149.5 58 Low BLOCKS Number Name Area Volume 1 Block1 365 3285 SPACES Number Name Area Volume kitchen Occupants Bedrooms Intl ID Finished Cooled Heated 1 Master Bedroom 365 3285 No 2 1 1 Yes Yes Yes FLOORS # Floor Type Space Eimosed PerWall Ins. R-Value Area Floor Joist R Value Tile Wood Carpet 1 Cmwlspace Master Bedroom 87.5 ft 6 365 ft" 19 0 0 1 ROOF Roof Gable Roof Solar SA Emltt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Instil. (deg) •••• • 1 Gable or shed Barrel tile 376 ft' 46 ft" Medium 0.96 No : 0 •44• •' NO::: • ATTIC •••••••- • .•.., .... • • • • # Type Ventilation Vent Ratio (1 In) Area RBS • 1 No attic Vented 300 365 ft° N ••:1416: tbs.. •••• •• •• •••• •••• CEILING• •• • - - - - • tan V # Ceiling Type Space R Value Area Framing Frac. : Yn&s $ype • • • • •••• 1 Cathedral/Sirgle Assembly (Veer Bedroom 19 365 ft' 0.11• • • :Weed • 9118/201410:46 AM EnergyGaugec USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 015 9/18/201410:46 AM • • • • • •• • • •••• • • • • • • • • • • • • EnergyGauget0 USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 WALLS J # ornr int Wan Type Cavity Seem a WFt a Ft inAran_ Sheathing Framing Solar Below vatUe Fraction Abse Grade% 0 245.0 ft• 0 0.75 0 245.0 ft¢ 0 0.75 0 173.3 ft2 0 0.75 0 0 173.3 ft• 0 0.75 0 1 E Exterior Concrete Block - Int InsMaster Bedro 5 24 6 10 W Exterior Concrete Block - Int InsMaster Bedro 5 24 6 10 N Exterior Concrete Block - int tnsMaster Bedro 5 17 4 10 S Exterior Concrete Block - Int InsMaster Bedro 5 17 4 10 _ 2 _ 3 4 DOORS ti% # Omt Door Type Space Storms U -Value Width Height Ft In Ft In Area 1 N Wood Master Bedro None .46 3 6 8 20 ft' WINDOWS Orientation shown is the entered, Propcsed orientation. Wall # Omt ID Frame Panes NFRC U -Factor SHGC Overhang Area Depth Separation Int Shade Screening 1 E 1 Metal Single (Clear) 2 W 2 Metal Single (Clear) 3 N 3 Metal Single (Clear) 4 S 4 Metal Single (Clear) 5 S 4 Metal Single (Clear) Yes 0.75 0.5 Yes 0.75 0.5 Yes 0.75 0.5 Yes 0.75 0.6 Yes 0.75 0.5 48.0 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds 16.0 ft2 1 ft 0 In 1 ft 6 in Drapes/blinds 16.0 ft3 1 ft 0 in 1 ft 6 in Drapes/blinds 32.0 ft• 1 ft 0 in 1 ft 6 in Drapes/blinds 8.0 ft• 1 ft 0 in 1 ft 6 In Drapes/blinds None None None None None INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholes Best Guess .0005 478.7 2628 49.42 .345 8.7434 HEATING SYSTEM # System Type Subtype Efticency Capacity Block Ducts 1 Electric Heat Pump Through the WaiI(Splft) HSPF: 10 7.7 kBtulhr 1 Ductless COOLING SYSTEM• • V # System Type Subtype Efficiency Capacty Air low ,' AHR hl dk putts' • 1 Central Unit Spilt SEER: 18 9 kBtulhr 270 an. 0.75 • . • • • Duke • • SOLAR HOT WATER SYSTEM •••• • • • • • • • • • V FSEC Cert # Company Name " Coilectde Stodge •• "• System Model # Collector Model #••• • • Volume• •• FEF •••• .• •• •••• • •••• • 9/18/201410:46 AM • • • • • •• • • •••• • • • • • • • • • • • • EnergyGauget0 USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 TEMPERATURES Programable IX1 Ve� l l Thermostat Y jfarril fri b Jan Fe E] Ceiling Mar [xiA Fans: 1 1 May 11 Jun Jul Aug r Sep X Oct X � Ex Dec Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 7 78 78 PM 80 80 78 78 Cooling (WEH) PM 78 78 78 78 Heating (WD) PPM 88 68 68 68 Heating H) PM 66 68 66 66 78 78 78 68 66 78 78 78 88 68 78 78 78 68 68 78 78 78 6688 8888 80 78 ;788 68 68 80 78 78 68 80 78 78 66 68 78 78 66 68 9/18%201410:48 AM •••• • • • • •••• • • • • •• • • •• • • • • • • •••• • • • •••• •• • • • • • • • • •••• • •• • • •• •• •••• • •••• • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • •••• EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compfant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 461 NE 101 Street Miami Shores, FL, 33138 - PERMIT #: MANDATORY REQUIREMENTS SUMMARY - See Individual code sections for hill details. COMPONENT SECTION SUMMARY OF REQUIREMENTS) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfmisq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air fumace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. / V Ducts 40322 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and yeah Section 5032.7.2 of this code. sealed in accordance w , ( ,/ 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2, Provide switch or clearly marked circuit breaker V (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level.. • •' • No make-up air from attics, crawlspaces, garages or out pdjaoent • • • I/ '' to pools or spas. •' * •• • •' • Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepowe4ila) of =1 • • • & Spas HP shall have the capability of operating at two or more Spas; . and heated pools must have vapor -retardant covers or a liquid cover er • •. • • • •' other means proven to reduce heat loss except if 70% of hgebfiom : site -recovered energy. Offltimer switch required. Gas he tern•minimurrf • thermal efficiency=78% (82% after 4/16113). Heat pump heaters minimum COP= 4.0. • • • •1 • / •' • •' • • •' Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficieeJes Der . •.. ;' equipment Tables Tables 5032.3. Equipment efficiency verification required. Special „: cooling or heating capadty requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. . / Ceilings/knee wails 4052.1 R-18 space permitting. ‘,/ 91181201410:46 AM EneigyGaugee USA - FIaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 • • • • •••• • •• • • • • • •••• • 14M",-5,1 .."6":111LOPPL. : • - •••• : •••• • 4 ..... — • • -1— • - : • 4 r4 -frp cad, • i • . • ; A h f• • . • . • - • • -tit . - • • slrir • ' i .• ; „.. . 4 . . •.P•4,;• .:. 4 •sr 7 3 • psff*- , 1prc 6. . . • 7. . . . ••• --.• i•-•• eor IA40, 1 tem )1. LjftL. ...••••• ow" • • ....... 4 • • .; • • :•••; -ii•-ieir* ; •• . 1 1 0; • .3! . .. ,.. . , . i.:. • — i.:. . • :.•:.4'':;1 t!. 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CONSULTING ENGINEERS P.E. #038398 (305)823-3938 • „ . ••ai 1 5-6 • • •e: 4 • • I • . • 1 : • • 't • . • • $ • • • $ S.. - • • *To • 4... .... _ -.• , ..._____L—.---'-:---- ' • 4 c.A, . .4.„...e'...,...40.Y...: •.• • . •.• • ••••• • • .• • . • LS • ir6 '9(4* f• • •ii,•• .;" ; • : 0* --e-••••• -,.: — - - ••••••••••• i * • • i; •• • • •••••.• • --•••••.;s:• -•- —• — --. 4-):.. •,.;...•-••---•.•••*t•.s-.•••.•••••11i•0•,• :,- 1. —.- .—... .4:-.! -.•..s...•,„.„.4..'i.. ..4 :.•.•r. •. .•• .•.., •.i ,!te • •• • ,:. ...•e.a . •. •:. • ••*It::..o.•? • . ••••; :• •:; • • ,..• ‘....:• . 0 • • . • • ••••• .01:• ••••• • •4 of ......0...... .:•••• •••••• • •• •-• • - • •.: 1-4. . 01E••-•-• .• . ... .... • : • • • • • ..: • '.., ••...,•• Edward A. LANDERS, RE. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 e-c-7—(cE • A • kp TABLE3.2.1.2: Reinforced Wall Properties for Load Combinations Not Including Wind or Seismic Co crena Masoniv Wall Pro00JtIes Steel _Reinforcement P.ropertiea 8 In . E, 29,000,000 psi For Effective Depth , d 3.8125 in F, 60,000 psi (Table Arranged by Increasing MR) Out -of --Plane Resisting Moment and Shear for Barg Positioned In the Center of the Wap d •'M 7618" ....- m la 1,360 psi Pm a 1,600 psi Bar Size Bar Spacing On) A (In' ft),(In-Ib/ft) Ma Bar Size Bar Spacing On) & �in2/ft) Ma (In•Ib/ft) Bar Size Bar Spacing (In) A, (I • Ma (M-Ib/ft) . Bar Size; Bar Spacing On) A (in,/ft) (in-lb/ft) 8 • 7 6 8 8 7 8 6 4 7 8 8 6 7 6 8 7 6 6 7 4 6 8 7 8 8 6 7 8 8 8 16 8 18 24 18 8 . 24 32 40 16 32 24 48 40 32 24 48 18 40 56 56 32 84 48 64 1.19 0.90 0.66 0.89 0.47 0.45 0.40 0.33 0.30 0.30 0.30 0.24 0,23 0.23 0.22 0.20 0.18 0.17 0,18 0,15 0,15 0.13 0.17 0.13 0.12 0.15 0,11 0,11 20,072 19,008 17,730 16,609 18,221 15,050 15,040 14,499 14,301 14,067 13,987 13,180 13,134 12,972 12,896 12,465 12,103 11,750 11,506 11,374 11,374. 10,898E 10,688. 9,730 9,598 9,349.. KW 8753b • 4 8 8 5 7 8 6 4 8 8 7 5 4 8 8 6 7 6 4 4 • 8• 5; 4: 4 6 •4 : 4 • •• 24 72 88 40 72 64 48 32 98 72 96 58 40 120 64 96 120 72 48 68 • 1 O.'. • ; •. 8: • • 4•.' 72 120 : 98 • • 1'4 .' . •.• 0.10 0.13 0,09 0.09 0.10 0.08 0.08 0.08 0.10 0.07 0.08 0,07 0.08 0,08 0.06 0.08 0.08 0.06 0.05 0.04 q,08 R108 Lt0i 0.03 0.03• :0.03.• 0.02: `• 8,311 8,310 7,804 7,763 7,582 0,829 0,608 8,306 6,232 8,070 5,687 6,678 5,084 4,985 4,881 4,862 4,549 4,339 4,264 3,065 .'3,842 •34254 •4,198 2,843 2,13$ •1,i0I • • 8 7 8 8 6 7 8 8 4 7 8 8 8 7 8 8 7 6 8 4 7 . 8 6 7 8 CIL_ �- L 8 8 8 8 18- 8 18 24 18 8 24 32 40 10. 32 24 48 40 32 24 16 48 56 40 68 84 32 1. 9 0 0 0.8 0.8a 0.47 0.46 0.40 0.33 0.30 0.30 0.30 0.24 0,23 0.23 0.22 0,20 . 0.18 .0.17 0.18. 0.15. 0.16 0,17 0,13 0.13 0.16 1 21,860 20,647 19,201 18,066 17,611 18,903 18,308 15,660 16,381 15,196 15,118 14,181 14,127 13,963 13,871 13,392 12,982 12,592 12,316 12,171 12,171 11,479 10,888 10,432 10,044 8 4 7 6 5 6 5.. ,, 6 4 6 7 5 8 4 6 7 6 5 4 4 6 6 4 4 5 4 4 72 24 72 56 40 04 , 90 48 3"s. 72 96 56 120 40 64 120 96 72 48 58 120 96 44 72 120 96 120 0.13 0.10 0.10 0.09 0.09 0.08 0.10 0.08 4for 0.07 0.08 0;07 0.08 0.08 0.08 0.08 0,08 0,06 0.06 0,04 0.04 0.04 0.04 0,03 0.03 0.03 0.02 8,928 8,348 8,114 7,840 7,788 8,880 6.695 6,534 to-,33T7 -to-,331- 6,097 6,085 6,800 6,367 5,104 4,900 4,888 4,673 4,366 4,278 3,867 3,658 3,287 3,209 2,852 2,614 2,139 1,711 48 ,0.11 9,146 , 28 7 • • ••• • • • • • •• •• • • • • • • • • • • ••• • • • y. • •• ••• j'' •.• . • • Phis 01,360 psi m ze 1,600 psi 1. t0 O t3' cn 0 fpic.&. dAs. //•..�/mob V'�-i r • S'../L ,tet. 26 • .54%. 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CONSULTING ENGINEERS P.E. #038398 (305)823-3938 •'s • • • • • • • • • • • • • • • •. • •: • f., • •• • • •: •••• • • • • , • :• • •.•o.i.•,• • ••i -•.•'r•• • . • r: : • • •'. i • • • .• O••! • •• •••,•• • ..... ••.• 1 •:••i • i • • .. •.! . • i .............•.•.•.•......_ ` . •v • • i r .. • • • .• •. .• •: s •.: •...••. • • •• • • . • ...:..... : ••••S• • i •: :• . •: •••,• •: •• • Edward A. LANDERS,PSE. CONSULTING ENGINEERS P.E.#038398 (305)&23-3938 ..... .... A ... '1*•-•"" • .. n 6 ... eo,r7P-tr. • L. ..... ••• 61:•• RirPeP4 • : • . .. • • 3 • y •• • 0111. • • • • • • • • • 0.11 • <..-54••• 1.7*. ..... °•••••••• ••• • WO • • . : ... •:• : ' • •1:.•• :.. • '.• i ••••• , • • • • . Ir• , . • • : .,..t •i•• -, •: • • . . ...i ir. • . . • • ••••• : .1 •..• _ ..".: : • ...41 . • •• • • • , 10 • (Oti#.6. rt• 7:- 37- . • , ••••..:.. 1 Z 0 s 0 4,--4F- • • . • . Edward A. LANDERS, RE. CONSULTING ENGINEERS Tor kt_ 11(2.14:Ze-r, P.E. #038398 (305)823-3938 8947--tf ........ • ••• ...... •• • . ...... ....... ... ....... . I.z t g 0• .. , .......... .. . , • • • • . • 0 • • 0,•• • • •• ••:••• .91.44,10,1t.v • • • •-•*••• •! • : • • • tvi • • •• .• • CO •,•••• . • • •••• IS • •. • • •••• . • • : • • : • • •:• • •i • • • •• • • P-6.- ---•-•$•• - -f. • woos' ... • . . •••• : • • • •• • •• • 0-114 :411, • • • :••••••• • . 0 Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 ....... • ...... ** : . .. • " 6 teiskoth& 0 • ••• .. 44-0 it? 3 • .somi ..4"" L. 7Z: ..iz x 6 -----.....e.tir- • • • • • • : •••• . : • •or • : • . •• • • 4 •••••* •••• • : - •:: -IP e•••' 10-140-...........3 ear i •0•41. 4111Vii•••. • • •• • • • •3 1 • . • fiff,p# • • • ••••• • • • • • .... • • • :• • •:• • 1- tft Edward A. LANDERS, P.E. Fef CONSULTING ENGINEERS P.E. #038398 (305)823-3938 . • : .11 • . ; • • •• 011 If•••• • • . • • • • • •• • • • • 1i • • • • • • • • • • • ..... . •• •• •. • ........ • • • .. ,• • '• ....... • ••, • • . : . . . ... ....!***, o • • ;4, 0 V : • :oileo. • 4100soo • • tap 'o*** * • • •• •• • ▪ 0 • Zo • e At • •• • • • • •••• : • • • : . • : o . • A. „O.,- • .• • • :•• : 4*** osoo •. • 111•0:• : • .• fir A AVA0A• — oo . • a i.o.o . • 0. Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 GSC V-1,-141 tz_ MECAWind Version 2.1.0.6 ASCE 7-10 Developed by MECA Enterprises, Date : 8/17/2014 Company Name : Edward A. Landers, P.E. Address : 7850 NW 146th Street City : Miami Lakes State : Florida Inc. Copyright 2014 Project No. . Designed By . Description . Customer Name : Proj Location : File Location: C:\Program Files (x86)\MECAWind\1413620-01.wnd Roof not shown /4 Walls Wind Pressure A11 pressures shown Description www.mecaenterprises.com 1413620-01 Edward A. landers, P.E. Wind Pressures 461 NE 101st Street Miami, Florida 1 3� r 2 2 2 r3 Gable Roof 0 7 •..• • ••••••• • • • on Components and Cladding (Ch 3.y P�.rt t)..:• are based upon ASD Design, with a Loacj� 4 or of 6.6 Width of Pressure Width Span ft ft Coefficient Zone "a" Area Zone Max Min ft^2 GCp GCp = 5 fee. Max P "lin P psf • p�af UPLIFT UPLIFT UPLIFT WINDOW B WINDOW C DOOR 2 DOOR 3 DOOR 4 DOOR 5 2.00 2.00 2.00 2.00 4.00 3.00 4.00 2.87 2.87 12.00 12.00 12.00 4.00 4.00 7.00 7.00 7.00 7.00 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd 48.0 48.0 48.0 8.0 16.0 21.0 28.0 20.1 20.1 1 0.23 2 0.23 3 0.23 5 0.90 5 0.87 5 0.85 5 0.83 5 0.85 5 0.85 - 0.93 - 1.32 -1.64 -1.26 - 1.20 -1.16 -1.12 -1.16 - 1.16 •• • • • • • •• • .• 16.da•:!:7.74 16.'0 -51.02• 16.40 .'61.84• 36.6e' -48.88 ;••• 35.56 -46.67•4,40• 34.92 -45.40 34.24 -44.05 35.02 -45.61 35.02 -45.61 • • = 0.85 = 33.94 psf