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RC-16-1461 (2).�� oe 4%—Z3—Za✓�' 10 Tv (cs /rf(,, 113.00 — ,uaa�• to P, 3A3.00 6/cc�siG�ift,o�f�a. � /P) A4 V_ Iry rs I ' rt z t �M . ;fLJT Certificate of Completion �a Miami Shores Village ' 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department 'Y Lap,, Description: INTERIOR AND EXTERIOR ALTERATIONS. :r Permit Type Building (Residential) Bldg. Permit No. RC-5-16-1461 .� Owner AMINE DOUKKALI MARIELA B ROVITO JTRS Contractor SLUYTER CONSTRUCTION Subdivision/Project Date Issued 10/04/2019; 'ck7� tConstruction Type V-B Occupancy Single Family`Iq'k ; t Type is %t-. Square Footage 4,541.00 Flood Zone VE-11 >* 6 Location If the building is located in a special flood hazard area documentation of the as -built lowest floor r , : 9400 N BAYSHORE DR elevation or lowest horizontal structural member has been provided and is retained in the records of Miami Shores, FL 33138 Miami Shores Village. .. This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the ORES �,� time of issuance this structure was in compliance with th various ordinances of the jurisdiction regulating building construction or use. r 11 HlIl'-!I f' ' Building Officials Approval F�OS I RIDQ' Not Transferable POST IN A CONSPICUOUS PLACE riv Ismael Naranjo, CBO r�. {t �.!� Y- Sys _ - _ -.•. .."�"_9, _t _. -� f s.it .. y -- t �/ t!.+��"_� _� •..��.ti.ir'ir'Stl.✓ i fir�`rr'"j••'!""S?Y-i1`TY 4 ~` ��Sy' I U�,� � � ',�. ��. Y �•'i'y F ,,. �-..i �� = . � •S ' ,� �,�..� �._.. '�y »►-�F'!.. `„* c � jw' "ifl�s�.•�.. .. �)-r. s�;'� .-�i%y �� 7rL ,fa � ( R !1; :��' 7 9� r� � � � � ' �S �rti _' T• •If � �. _ ' j^ ,� 1 r�-! '>>- t , rr . ,1T. .} c";. � Ttc�} �ityyv .��,, =��, �,r i. C ., �.• p •:i r ��f#.i� 1:c� ��=c .i/ y�—= � '� p �� ,�(Fr 'r � ~ �� $jir: �F'� "iif�i�, �zY��F,�M,:'�F.'�r J��,�,i� i' y, rY' ^4r . '`1r �''t.,L Y.� ;,�' , ri 1�• +v ., ` �i ,_; 9 �� X�if ~'.� �'!� ��t�h. �Y� �4.2'�y� •, I'iM''''.J n . FIPr'•1 „f ",�: T"`+`,T�.Jf "R� ,tom=�1t�CYi! C'i4 T"/A' :. i3` . �a'..� :,1��y,��: .! � � y, ��7: �.,lN� (�.i ;V } - � � 7r s � .• P ._ r��,�! � .- • + ��!'T ��t.�—�"�' �'�`W.r�� r•t ..'�.:�(�.;�►2„��~ � Y, �"� ' [ . �+ w �h � Fl• r � i�: INIPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 POST ON SITE Permit NO. RC-5-16=1461 y Permit Tvne_ Residenflial Canstrurtien Issue Date: 3/17/2017 Work C/assificadomAlteration INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.rriamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Expires: 09/13/2017 Residential. Construction Parcel#:11320501001101. Name: AMINE DOUKKALI MARIELA B ROVITCUTRS Job Address: 9400 N BAYSHORE Drive Miami Shores- FL 331,18- Bond Number: 3344 Contractor(s) Phone Primary Contractor SLUYTER CONSTRUCTION (970)379-9730 Yes L, o z /o 7/."P_ — cr,. IF P /��f�ii ;,IJ1i�Z1 _ ��I� 1�ca cJ ✓ — f�( te/l � Ownees.Phone: Total Square Feet: 5600 Total Job Valuation: $ 406,249.00 -WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM. SATURDAY 8 0bXM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. N e NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. I WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED ANDS POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD STRUCTURAL INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Windows/Doors Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway L Lt Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance 7-1 Soil Bearing Cert ' Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS • INSPECTION DATE INSP Zoning Final ZONING COMMENTS ELECTRICAL INSPECTION DATE INSP Temporary Pol IQv 30 Day Tempora Pool Bonding Pool Deck Bonding Pool Wet Niche Undergroun / FooterGround Slab Wall Rough Ceiling Rou Telep one Roug Telephone Final TV Rough TV Final Cable Rough - Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With C '`t q ELECTRICAL COMMENTS Ex'& / t rG 2 QV e-IA•--ta. A-TS ✓ 1� I J�P_ INSPECTION DATE INSP Final Sprinkler Final Alarm v' zy �� PLUMBING ... rn;5/2IV� it. 11 . i MWA • •• • . FINAL Wye)Prl /7 MECHANICAL • • . • - . IMAJIM FINAL � r FAVIVOKWIMMil 10 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: MARIELA B ROVITO JTRS & AMINE DOUKKALI JTRS. A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 9400 NORTH BAYSHORE DRIVE City State ZIP Code MIAMI SHORES Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 13,OF MIAMI SHORES BAYVIEW PB 40 PG 16 / Folio: 11-3205-010-0110 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25°51'45.46"N Long. 80°10'17.32"W Horizontal Datum: ❑ NAD 1927 ❑X NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 B A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade N/A c) Total. net area of flood openings in A8.b N/A sq in d) Engineered flood openings? ❑ Yes 0 No A9. For a building with an attached garage: a) Square footage of attached garage 400.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0.00 sq in d) Engineered flood openings? ❑ Yes ❑X No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State VILLAGE OF MIAMI SHORES 120652 MIAMI-DADE COUNTY Florida B4. Map/Panel B5. Suffix B6. FIRM Index Date 87. FIRM Panel Effective/ B8. Flood Zone(s) B9. Base Flood Elevation(s) (Zone AO, use Base Flood Depth) Number Revised Date 12086 C 0306 L 09-11-2009 09-11-2009 AE / VE 10 / 11 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile ❑X FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑X NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑X No Designation Date: N/A ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 or 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 9400 NORTH BAYSHORE DRIVE City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: N-800 EL.= 9.34 FEET Vertical Datum: N.G.V.D.-29 Indicate elevation datum used for the elevations in items a) through h) below. NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 7.67 0 feet ❑ meters b) Top of the next higher floor 16.87 ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) ❑ feet ❑ meters d) Attached garage (top of slab) 6.60 ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 7.67 feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 6.00 feet meters g) Highest adjacent (finished) grade next to building (HAG) 7.30 feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A ❑ feet ❑ meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑X Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number FELIX E. SUAREZ JR. LS 7235 Title FLORIDA SURVEYOR & MAPPER Company Name 3TCI, INC. '1=_ Address 12211 S.W.•129th CT. Jib City State ZIP Code , MIAN�S Florida 33186 Siga'sture - Date Telephone Ext. 10-11-2019 (305) 316-8474 N/A Copy -All pages f this levati ryCertifi to nd all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) THE HIGHEST CROWN OF ROAD IS 4.75 FEET (N.G.V.D.-29) LAT. AND LONG. WERE PROVIDED BY SURVEYOR USING GOOGLE MAP AND CONVERTED USING AN NGS COORDINATE CONVERSION SOFTWARE. C2.d) REFERS TO A/C SLAB FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 9400 NORTH BAYSHORE DRIVE City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items El—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is [:]feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. community -issued Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. roan rays ,3 u! 0 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 9400 NORTH BAYSHORE DRIVE City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) G2 or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) ❑ feet ❑ meters Datum of the building: G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. rumor r-aye ti ui 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 9400 NORTH BAYSHORE DRIVE City State ZIP Code I Company NAIC Number I MIAMI SHORES Florida 33138 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. Photo One Photo One Caption SOUTHEAST VIEW / PHOTO TAKEN 10-11-2019 Clear Photo One Photo Two Photo Two Caption NORTHEAST VIEW / PHOTO TAKEN 10-11-2019 Clear Photo Two FEMA Form 086-0-33 (7/15) Replaces all previous editions. rorm rage o or o BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 9400 NORTH BAYSHORE DRIVE MIty State ZIP IAMI SHORES Florida 3313gode I Company NAIC Number I 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 applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. Photo Three Photo Three Caption NOTHWEST VIEW / PHOTO TAKEN 10-11-2019 Clear Photo Three Photo Four Photo Four Caption REAR VIEW / PHOTO TAKEN 10-11-2019 Clear Photo Four FEMA Form 086-0-33 (7/15) Replaces all previous editions. rums rrayte u ui u South Florida Spray Foam, LLC 407 Commerce Way 413 Jupiter, FL 33458 To Whom It May Concern. - This letter is to confirm that the roofline at 9400 N. Bayshore dr. Miami Shores, FL 33138 was applied with an average of 8 inches of BASF Enertite NM spray foam amounting to an R-value of R-30. Please refer to Table 1- Thermal Resistance on page 4 of ICC report for conformation. Sincerely, Darrick Gjertsen Managing Member .0 BASF The Chemical Company ENERTITE®US Technical Product Data LOW -DENSITY, OPEN -CELL INSULATION ICC-ES ESR-3102 DESCRIPTION: ENERTITE US is a two -component low -density open -cell spray polyurethane foam system designed for use in residential construction insulation system applications. ENERTITE US is compatible with most common construction materials, but can only be processed with ELASTOSPRAY® 8000A Isocyanate. The benefits of ENERTITE US include: . Superior insulation . Non -fibrous . Sound control TYPICAL PROPERTIES(') PROPERTY METHOD ENERTITE US Resin: Specific Gravity @ 70°F ASTM D 1638 1.105 Viscosity @ 70°F (cps) Brookfield 750 Cued Foam: Density, core (pcf (P 4" lifts) ASTM D 1622 0.5 (nominal) Open Cell Content (%) ASTM D 6226 >90 Thermal Resistance (aged) k-factor (Btu in/ft' hr °F) ASTM C 518 0.272 / in 1-in thick 0.291 / in 4-in thick R-value (ft' hr °FBtu in)(') Calculated 3.7 / in 1-in thick 3.4 / in 4-in thick Response to Thermal and Humid Aging (% linear change) 158°F / 97% RH / 168 hrs ASTM D 2126 -6.8 Water Absorption (vol %) ASTM D 2842 56 Tensile Strength ASTM D 1623 3.0 Water Vapor Transmission — Permeability (Perm -inch) ASTM E 96 47.5 Permeance (Perm) ASTM E 96 8.6 @ 5.5 inches Surface Burning Characteristics Flame Spread Index(3) ASTM E 84 < 25 Smoke Developed Index ASTM E 84 < 450 (1) These physical property values are typical for this material as applied at our development facility under controlled conditions. SPF performance and actual physical properties will vary with differences in application (i.e. ambient conditions, process equipment and settings, material throughput, etc). As a result, these published properties should be used as guidelines solely for the purpose of evaluation. Physical property specifications should be determined from actual production material. The above data was collected from samples prepared using the following equipment configuration: GRACO® Reactor® E-30 proportioner set at 1:1 volume ratio with 50 ft of heated delivery hose GRACe Fusion° Air Purge spray -gun configured with an AR4242 mix chamber Process temperature settings: Isocyanate 130-135°F; Resin 130-135°F; Hose 130°F Process pressure: 1000 psig minimum while spraying Resin in the drum was continuously mixed before and during application. (2) The data chart shows the R-value of this insulation. "R" means resistance to heat flow. The higher the R-value, the greater the Insulating power. Compare insulation R-values before you buy. There are other factors to consider. The amount of insulation will depend upon the climate, the type and size of your house, and the fuel use patterns and family size. It you buy too much insulation it will cost you more than what you will save on fuel. To achieve proper R- values, it Is essential that this insulation be installed properly. Seal and Insulate enertite- 1war with ENERGY STAR Open -Cell Spray Poyurothane Foam Insulatm . ADDITIONAL TESTING. APPROVALS & CERTIFICATIONS: . ASTM E 84 (Class 1) with Product Listing (3)(4) . ICC-ES Evaluation Report ESR-3102 . AIR LEAKAGE PROPERTY METHOD ENERTITE US Air Leakage ASTM E 283 <0.005") @ 3.5 inches (L/s*m' @ 75 Pa AP) nominal thickness Air Permeance ASTM E 2178 0.0057 @ 3.5-inches (L/s*m' @ 75 Pa OP) nominal thickness . NFPA 286 (per IBC Section 803(41) for high -thickness applications: Walls — 12-inches maximum* Ceilings — 16-inches maximum* * - when covered by %-inch gypsum wallboard . SOUND PROPERTY METHOD ENERTITE US Sound Transmission Class (STC) ASTM E 90 36(6) Noise Reduction Coefficient (NRC) ASTM C 423 0.55 . Approved for installations in Attics & Crawl Spaces with and without prescriptive ignition barriers per IOC -ES AC377 Appendix X (contact BASF for additional information on approved Attic & Crawl Space assemblies) . California Bureau of Electronic and Appliance Repair, Home Furnishings and Thermal Insulation . Meets California Specification 01350 for VOC emissions and formaldehyde Odor level of spray polyurethane foam is dependent on proper application using the recommended processing parameters. Please contact your local Sales or Technical Representative for specific questions regarding ENERTITE US properties, approvals, or certifications. (3) This numerical tame spread rating does not reflect hazards presented by this or any other material under actual fire conditions. Polyurethane foam systems should not be left exposed and must be protected by a minimum 15-minute thermal barter or other code -compliant material as allowed by applicable building code(s) and Code Officials. Building Codes provide guidelines representing minimum requirements. Further information Is available at www.lccsafe.ora. Consult all Authorities Having Jurisdiction (AHJ) over an area for additional or specific requirements prior to beginning arry project. (4) ASTM E 84 is a test designed for sample thickness up to four (4) inches. NFPA 286 is a building code recognized alternative test conducted on large-scale assemblies to evaluate foam thickness in excess of four (4) inches. (5) The Air Leakage result was below the reportable limit of measurement for the equipment. (6) Assembly tested: 0.5.4nch oriented strand board (OSB) sheathing, 2x4 wood studs, stud cavity fully filled with ENERTITE US, 0.54nch Gypsum wallboard finish BASF Corporation 1703 Crosspoint Avenue Houston, TX 77054 (800) 706-0-0712 Revision Date: January 27, 2010 ^� Polyurethane (763) 559-0945 (Fax) Solutions www.spf.basf.com Page 1 of 2 N ENERTITE US® LOW -DENSITY OPEN -CELL INSULATION ICC-ES ESR-3102 GENERAL INFORMATION: ENERTITE US is a spray polyurethane foam (SPF) system intended for installation by qualified contractors trained in the processing and application of SPF systems, as well as the plural -component polyurethane dispensing equipment required to do so. Contractors and applicators must comply with all applicable and appropriate storage, handling, processing and safety guidelines. BASF technical service personnel should be consulted in all cases where application conditions are questionable. CAUTIONS AND RECOMMENDATIONS: ENERTITE US is designed for an application rate of inch minimum to 6 inches maximum per pass. Once installed and material has cooled it is possible to add additional applications in order to increase the overall installed thickness of SPF. Thicker installations are allowed based on large scale testing. Please see ESR-3102 for additional information. This application procedure is in compliance with the Spray Polyurethane Foam Alliance (SPFA). ENERTITE US is NOT designed for use as an EXTERIOR roofing system. BASF offers a separate line of products for exterior roofing applications. For more information, please contact your sales representative. Cold -storage structures such as coolers and freezers demand special design considerations with regard to thermal insulation and moisture -vapor drive. ENERTITE US should NOT be installed in these types of constructions unless the structure was designed by a design professional for specific use as cold storage. ENERTITE US is designed for installation in most standard construction configurations using common materials such as wood and wood products, metal and concrete. ENERTITE US has performed successfully when sprayed onto wood substrates down to 30°F. For other substrates, please consult your BASF sales or technical service representative for specific recommendations. Foam plastic materials installed in walls or ceilings may present a fire hazard unless protected by an approved, fire- resistant thermal barrier with a finish rating of not less than 15 minutes as required by building codes. Rim joists/header areas, in accordance with the IRC and IBC, may not require additional protection. Foam plastic must also be protected against ignition by code prescribed or properly tested materials in attics and crawl spaces. See relevant Building Codes and www.iccsafe.org for more information. In addition to reading and understanding the MSDS, all contractors and applicators must use appropriate respiratory, skin and eye Personal Protective Equipment (PPE) when handling and processing polyurethane chemical systems. Personnel should review the following documents published by Spray Polyurethane Foam Alliance (SPFA): AX-171 Course 101-R Chapter 1: Health, Safety and Environmental Aspects of Spray Polyurethane Foam and Coverings www.spraypolyurethane.org and the following document is available from the Center for the Polyurethanes Industries (CPI): Model Respiratory Protection Program for Compliance with the Occupational Safety and Health Administration's Respiratory Protection Program Standard 29 C.F.R. §1910.134 As with all SPF systems, improper application techniques should be avoided. Examples of improper application techniques include, but are not limited to excessive thickness of SPF, off -ratio material and spraying into or under rising SPF. Potential results of improperly installed SPF include: dangerously high reaction temperatures that may result in fire and offensive odors that may or may not dissipate. Improperly installed SPF must be removed and replaced with properly installed materials. LARGE MASSES of SPF should be removed to an outside safe area, cut into smaller pieces and allowed to cool before discarding into any trash receptacle. SPF insulation is combustible. High -intensity heat sources such as welding or cutting torches must not be used in contact with or in close proximity to ENERTITE US or any polyurethane foam. SHELF LIFE AND STORAGE CONDITIONS: ENERTITE US Series has a shelf life of approximately (12) months from the date of manufacture when stored in original, unopened containers at 50-80'F. As with all industrial chemicals this material should be stored in a covered, secure location and never in direct sunlight. Storage temperatures above the recommended range will shorten shelf life. Storage temperatures above the recommended range may also result in elevated headspace pressure within packages. LIMITED WARRANTY INFORMATION — PLEASE READ CAREFULLY: The information herein is to assist customers in determining whether our products are suitable for their applications. Our products are only intended for sale to industrial and commercial customers. Customer assumes full responsibility for quality control, testing and determination of suitability of products for its intended application or use. We warrant that our products will meet our written liquid component specifications. We make no other warranty of any kind, either express or implied, by fact or law, including any warranty of merchantability or fitness for a particular purpose. Our total liability and customers' exclusive remedy for all proven claims is replacement of nonconforming product and in no event shall we be liable for any other damages. While descriptions, designs, data and information contained herein are presented in good faith and believed to be accurate, they are provided for guidance only. Because many factors may affect processing or application/use, BASF recommends that the reader make tests to determine the suitability of a product for a particular purpose prior to use. No warranties of any kind, either expressed or Implied, including warranties of merchantability or fitness for a particular purpose, are made regarding products described or designs, data or information set forth, or that the products, designs, data or information may be sued without infringing the intellectual property rights of others. In no case shall the descriptions, information, data or designs provided be considered a part of BASF's terms and conditions of sale. Further the descriptions, designs, data, and information furnished by BASF hereunder are given gratis and BASF assumes no obligation or liability for the description, designs, data or infornation given or results obtained, all such being given and accepted at the reader's risk. Revision Date: January 27, 2011 Warning: These products can be used to prepare a variety of pclyurethane products. Polyurethanes are organic materials and inust be considered combustible. Page 2 of 2 y�{OR6y D�f� FCOR1Dp' Project Address Miami Shores Village 10050 N.E. 2nd Avenue N Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Applicant 9400 N BAYSHORE Drive 1132050100110 AMINE DOUKKALI MARIELA B F Miami Shores, FL 33138- Block: Lot: Owner Information Address AMINE DOUKKALI MARIELA B ROVITO 801 N VENETIAN Drive --- MIAMI BEACH FL 33139- 801 N VENETIAN Drive MIAMI BEACH FL 33139- Contractors) Phone Cell Phone SLUYTER CONSTRUCTION (970)379-9730 roved: In Review Date Approved:: In Review Date Denied: type of Construction: INTERIOR AND EXTERIOR ALTERP Occupancy: Single Family Stories: 2 Exterior: =ront Setback: Rear Setback: -eft Setback: Right Setback: 3edrooms: 4 Bathrooms: 3 'fans Submitted: Yes Certificate Status: certificate Date: Additional Info: 3ond Return : Classification: Residential Fees Due Amount Bond Type - Owners Bond $500.00 C C F $244.20 CO/CC Fee $50.00 DBPR Fee $182.82 DCA Fee $182.82 Education Surcharge $81.40 Notary Fee $5.00 Permit Fee $12,187.47 Plan Review Fee (Engineer) $120.00 Plan Review Fee (Engineer) $160.00 Preliminary Plan Review $200.00 Scanning Fee $111.00 Technology Fee $325.60 Total: $14,350.31 (305)992-6776 Valuation: $ 406,249.00 Total Sq Feet: 5600 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-5-16-59943 03/17/2017 Check #: 189 $ 13,990.31 $ 360.00 05/26/2016 Credit Card $ 360.00 $ 0.00 Bond #: 3344 Avaname Inspection Type: Final PE Certification Window Door Attachment Framing Insulation Drywall Screw Window and Door Buck Fill Cells Columns Review Electrical Review Electrical Review Planning Review Planning Review Building Review Building Review Building Review Building Review Mechanical Review Mechanical Review Plumbing Review Structural Review Structural In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AIAIDAVIT: I construction d zoning. that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating op re, I ut orize the above -named contractor to do the work stated. I March 17, 2017 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy March 17, 2017 1 Miami Shores Village M Y 2 6 2.016 Building Department BY:_ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (30S) 795-2204 Fax: (30S) 7S6-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 /01BUILDING Master Permit No - C� LC `ty L� PERMIT APPLICATION Sub PermiF No. ]BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP Iy- ( CONTRACTOR DRAWINGS JOB ADDRESS: _ C �11� U e)LA S I fb2. UDIV— o City: Miami Shores County: Miami Dade Zip: 3 3 L 3 D Folio/Parcel#: I L ,3 of O5 6 1 b 60 O Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: 4in1N p q3-S OWNER: Name (Fee Simple Titleholder): V 1 <,KIt0Phone#: 30S, I Address: �) L �N C p_K_6T r U nI'1 City: 1 r � 1 I -M k �%� U+ State: F L Zip: 33 i 3 Tenant/Lessee Name: Phone#: Email: 0.-1- i CONTRACTOR: Company Name: L_uU iP_j2 Co A Si a <-Tho e : Address: City: 1 t , A/h .1 — tState: ;�— L . Zip: 3 y t J? � Qualifier Name: Phone#: S Ati"L State Certification or Registration #: C r\ C 37 3 ! / ,88 P Certificate of Competency #: DESIGNER: Architect/Engineer: (`/ / t' �' Phone#: Address: �`�`7 Gil �l%� ?/71�!_L ` City: '% State: Zip: Value of Work for this Permit: $ 5/o�2` i:_oo Square/Linear Footage of Work:w Type of Work: ❑ Addition 18 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: _s. ' t' . A r, k Specify color of color thru tile: Submittal Fee $_2(J) - 0z) Permit Fee $ 1221 y� CCF $24S4 _ CO/CC $ �J�' W Scanning Fee $ )� �� Radon Fee $ ( �?2 - Ct2 DBPtR $' ( �J 2 2 Notary $ i� ' W T cchnoiogy Fee $325 - Training/Education Fee $ ` '7 Q___, _._ Double Fee $ _ Structural Reviews $ '� —---------__ Band $ TOTAL FE ;SOW DUE $ O • (R;.MsedC2/24/2014) 13/ Qq/l '3I /'' Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNIER'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 low 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 Z.'-) day of =+r ` 20 by who is ersonally knoj to me or who has produced as Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of r 20 by who is personally known to me or who has produced as identification and who did take an oath. identification and who did take an oath. 93011,i11 NOTARY PUBLIC: NOTARY PUBLIC: �,.;�,�y! Sign: Xx Sign: Print '. on orris Print _<•, *' Seal:.�"•::�g�r��g: Seat: :, EXPIRES: August 5, 2016 WWW.AARONNOTARY.COM riii... , �1HI40,��`� s»s»»»***ss»s»s»rss»*»»»*s*sarsss»s*»»*ass***s»ss*ssrs►»rr»»s*sss**s»»*ss»»»*ss»ss**s*rsss»s»s»»»rrsss**»*»r APPROVED BY Plans Examiner 11 Zoning Structural Review (Revised02/24/2014) Clerk property Search Application - Miami -Dade County Page 1 of 3 When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the IMPORTANT assessed value of the property may reset to full market value, which could result in higher property taxes. Please use our Tax Estimator to MESSAGE approximate your new property taxes. The Property Appraiser does not send lax bills and does not set or collect taxes. Please visit the Tax Collector's website directly for additional information. Address Owner Name Subdivision Name Folio SEARCH: 11-3205-010-0110 PROPERTY INFORMATION 9 Folio: 11-3205-010-0110 Sub -Division: MIAMI SHORES BAY VIEW Property Address 9400 BAYSHORE DR Miami Shores, FL 33138-2952 Owner MARIELA B ROVITO JTRS AMINE DOUKKALI JTRS Mailing Address 9400 N BAYSHORE DR MIAMI SHORES, FL 33138 Primary Zone 1700 SGL FAMILY - 4001 SOFT & Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY 1 UNIT Beds/Baths/Hatt 3/4/0 Floors 2 Living Units 1 Actual Area 5.742 Sq.Ft Living Area 4.541 Sq.Ft Adjusted Area 4,651 Sq.Ft Lot Size 10,750 Sq.Ft Year Built 1971 Featured Online Tools Comparable Sales Glossary Tax Comparison Tax Estimator ASSESSMENT INFORMATION 8 Non -Ad Valorem Assessments TRIM Notice Year 2015 2014 2013 Land Value $327.660 S419,680 $349,160 Building Value $349,001 $342,652 $293,503 Extra Feature Value $12,135 $12,290 $12,446 Market Value $688.796 $774,622 S655,109 Assessed Value $688.796 $774.622 S481,890 Q Back to Search Results PA Additional Online Tools Property Record Cards Property Search Help Property Taxes Report Discrepancies Report Homestead Fraud Value Adjustment Board BENEFITS INFORMATION 9 Benefit Type 2016 2014 2013 Save Our Homes Cap Assessment Reduction $173.219 Homestead Exemption $25.000 $25,000 $25,000 Second Homestead Exemption $25,000 $25.000 $25.000 Widow Exemption $500 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional), http://www.miamidade.gov/propertysearch/ 5/26/2016 Property Search Application - Miami -Dade County Page 2 of 3 TAXABLE VALUE INFORMATION 0 FULL LEGAL DESCRIPTION 0 2015 2014 2013 MIAMI SHORES BAY VIEW PB 40-16 COUNTY LOT13 Exemption Value $50,000 $50,000 $50,500 LOT SIZE IRREGULAR Taxable Value $638,796 $724,622 $431,390 OR 14902-2244 0291 1 SCHOOLBOARD Exemption Value $25.000 $25.000 $25.500 Taxable Value S663,796 $749.622 S456,390 CITY Exemption Value $50,000 $50.000 $50,500 Taxable Value $638,796 $724.622 $431.390 REGIONAL Exemption Value $50.000 $50,000 $50,500 Taxable Value $638,796 $724,622 $431.390 SALES INFORMATION 0 Previous Sale Price OR Book -Page Qualification Description Previous Owner 1 03/202013 $800.000 28555-3512 Qual by exam of deed BARBARA PINEIRO 02/01/1991 $327,500 14902-2244 Sales which are qualified 11/01/1989 $0 14350-2745 Sales which are disqualified as a result of exemnation of the deed For more information about the Department of Revenue's Sales Qualification Codes. 2015 2014 2013 LAND INFORMATION 0 Land Use Muni Zone PA Zone Unit Type Units Cale Value GENERAL R-35 1700 - SGL FAMILY - 4001 SOFT 8 Front Ft. 86.00 $327,660 BUILDING INFORMATION 0 Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Cale Value 1 1 1971 6,042 4,541 4.738 $349,001 Building Sketches Available! EXTRA FEATURES 0 Description Year Built Units Cale Value Well - CBS 4 to 8 in, reinforced 1986 680 $3,522 Patio - Brick, Tile, Flagstone 1971 498 $2.530 Pool COMM AVG 3-6' dpth, plain feat 15x30 av size 1971 210 $4,337 Screen Enclosure - Avg Dome type 1971 564 $1,746 ADDITIONAL INFORMATION ' The information listed below is not derived from the Property Appraisers Office records. It is provided for convenience and is derived from other government agencies. LAND USE AND RESTRICTIONS Community Development District: NONE Community Redevelopment Area: NONE Empowerment Zone: NONE Enterprise Zone: NONE Urban Development: INSIDE URBAN DEVELOPMENT Zoning Code: R35 - BOUNDARY Existing Land Use: 10- SINGLE-FAMILY, MED.-DENSITY (2-5 DU/GROSS ACRE). Government Agencies and Community Services OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Chlklrens Trust City of Miami Shores Environmental Considerations Florida Department Of Revenue Florida Inland Navigation District PA Bulletin Board Non -Ad Valorem Assessments School Board South Florida Water Mgmt District Tax Collector http://www.miamidade.gov/propertysearch/ 5/26/2016 Property Search Application - Miami -Dade County Page 3 of 3 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the nest current information on record. The Property Appraiser and Miemi-Dade County assumes no liability, see full disclaimer and User Agreement at hap:/Avww.miamidade.govAnfo/disclaimer.asp For Inquiries and suggestions email us at hap:/Avww.miamidade.gov/PAPortal/ContactFornVContactFon Main.aspx. Version: 2.0.3 EXEMPTIONS 5 REAL ESTATE TANGIBLE PERSONAL PUBLIC RECORDS ONLINE TOOLS TAX ROLL BENEFITS PROPERTY ADMINISTRATION Deployed Military 40 Yr Building Appealing your Address Blocking Property Search Appealing your Re -Certification Assessment Assessment Disability Exemptions Change of Name Property Sales Appealing Your Assessment Reports Homestead Assessment Information Search Change of Address Tax Estimator Institutional Defective Drywall Exemptions Change of Ownership Tax Comparison & Title Senior Citizens Folio Numbers Extension Requests Homestead Declaration of Exemption and Mortgage Fraud Filing Returns Condominium Portability More > More > More > More > More > More > Home Privacy Statement Disclaimer About Us ADA Notice Contact Us I ® 2014 Miami -Dade County. All rights reserved. 1 10 http://www.miamidade.gov/propertysearch/ 5/26/2016 SLUYTE_R _ ti CONSTRUCTION, LLC. Date: State of Florida County of Miami -Dade Greg Sluyter, Owner 970-379-9730 SluyterConstruction@gmail.com Before me this day personally appearedI�Qwho, being duly sworn deposes and says: That he or she will be the only person working on the project located at: C' L10 0 Ord T!J _ 00 XjE /✓/L t U t Sworn to (or affirmed) and subscribed before me this C day of ^ /d1'!t 120 % 7 by-----R-� ,-- Personally know_(:�� OR Produced Identification Type of Identification Produced 1 Print, TypeY tamp N e of Notary c-, �26`�>PA 41-L�Z ;;r ►:''• CLARISSA A. RODRIGUEZ MY COMMISSION # GG 041376 EXPIRES: December 30, 2020 Bonded Thru Notary Public Underwriters Licensed and Insured Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to VWner — VVorKerS- toompensation insurance txemotion 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-time 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: 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 I0 percent ownership; The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and The corporation is registered and listed as active with the Flcrida 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 and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: r Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this _� day of L� , 20 ka . By who is personally known to me or has produced as identification. Notary: MAYRABACALLAO MY COMMISSION Y FF 004206 SEAL: " EXPIRES: March 20, 2017 Fronded Thru Notary Public Underwriters 13 SLUYTER f ( CoN,I,. ��«�. 2 Zo16 SEA 2 Attention: $Y: Address: Date: 5/19/16 Transmitted: email Greg Sluyter, Owner 970-379-9730 SluyterConstruction@gmail.com Licensed and Insured Project Address and Description: Doukkali Residence • 9400 North Bayshore Drive • • • •.. '.:..' To Whom it May Concern. - -- Thank you very much for contacting Sluyter Construction for your renovation p;ojeot. We are " pleased to offer this letter as our proposal for your requested project. Please find blow tbV:'. itemized breakdown for the project at hand. Item # Description Total Demolition- Remove all interior walls, and doors at first floor and 1 second floor according to demo plan; Remove all old cabinetry, $15,000.00 closet built-ins, carpet.etc. Remove any water damaged drywall. 8- 10 dumpsters. Concrete Work- cut all necessary concrete according to plans; 2 subterrainian termite spray, concrete/rebar form/pour. Prep $8,500.00 locations for 3 new windows and front door. 3 Framing- interior walls and door framing according to plan; furring; $16,500.00 materials. Plumbing- all new schedule 40 PVC and type M copper. All cast iron and all sanitary lines replaced out to septic tank. All new vents. Install hot water recirculating pump and lines back to water tank. 4 Rough in gas lines for outdoor bbq, water heater and range. Install $43,000.00 all fixtures for final. Water Heater included. Water Filtration system included, system allowance $600 for materials. Allowance for fixtures. 5 Electrical- According to plans; new 320A meter box. $38,000.00 6 Mechanical -According to plans; linear slots included. $45,000.00 7 Bathroom glass enclosers-4 $6,000.00 8 First floor the-2446 sq/ft @$5.50 for install and materials. $11,453.00 Allowance for tile. 9 Bathroom tile install and backsplash.- 5 total baths.640 sq/ft. $3,520.00 @5.50 for install and materials. Allowance for tile. Second floor wood floors and stairs- 1465 sq/ft @$8.50 for floor; 10 14 stairs @ $225/stair. Install and materials. Allowance for wood $13,603.00 floor material. Fl Page 1 of 3 SLUYTER Greg Sluyter, Owner SluyterConstruction@gmail.com `°NSTRUC ."°. 970-379-9730 Licensed and Insured 11 Stairs- build and install. Labor and materials. Prep for banister. $9,000.00 Allowance for finishes. 12 Structural steel columns at great room-3, with new w12x26 stl. $9,5WO0 Beam. Three pin piles at north side of house. : •. •••• 13 Insulation and sound proofing- Spray foam insulation in attic and••- .. $9,OOV00 garage, Icynene. Sound proof interior walls at bathrooms. ••• •• . 14 Propane tank-150 gal. and concrete pad. •" '. $=.M 11) 15 Trim Work- base and case. Brad York detail? Base and case- 1335.. .. $6,�'43 UO I/f @$5.50/ft 16 Interior doors Install- solid core pre -hung provided by owner- 29: $3AP doors. Hardware install. Allowance for doors. Drywall all new construction areas and water damaged areas. " ' .••:•. 17 Hang, tape, mud, float and skim coats to level 4 smooth texture, $17,000.00 throughout house. Labor and materials. 18 LED High Hat allowance- 97 total at $42. $4,074.00 19 Paint- prime and two coats finish on all drywall, doors and trim. $8,000.00 20 Gutters- $4,000.00 21 Driveway slab to be removed. New concrete pavers with white $8,000.00 pebbles in between. Concrete square paver install at north and west side of house 22 around pool. Approx. 113 pavers 2'x2'. Three concrete step areas $9,000.00 framed and poured according to plans. Pool deck paver install included; Allowance for pool deck pavers. 23 BBQ and pool shower framing and finish work. $4,000.00 24 Resysta-install and materials. Areas according to plan picture, $7,500.00 garage door and shower area at pool. 25 Stucco- stucco finish at existing brick walls at front perimeter. $3,000.00 Square off top of brick detail at tall support sections. Gate prep. 26 Exterior painting- two coats finish on walls and trim. $6,000.00 27 Irrigation $7,000.00 28 29 Owner Allowances for all finishes- Kitchen cabs, appliances, built- $150,000.00 ins, bath fixtures, etc. 30 Profit and Overhead 15% 69,955.00 Proposal Grand Total $536,323.00 Please note this proposal does not include the following: EXCLUSIONS: Permitting, Architectural Plans, Engineering S/164 ap jjF .j F Page 2 of 3 SLUYTER Greg Sluyter, Owner SluyterConstruction@gmail.com CONSROCPON "` 970-379-9730 Licensed and Insured The following terms will be in effect upon proposal acceptance: 30% Proposal Acceptance 40% Rough Inspections 20% Progress as Agreed 10% Final Building Inspection Approval Initials . . .... ...... .. 0200 ... 0 00 000000 0*00 .. • • .... . .. ..... ...... .. . ..... .. .. . .. ...... . . . . ...... • Thank you again for your consideration of Sluyter Construction for your project needs. We are • looking forward to working with you. Let me know if you have any questions or concerns. Sincerely, Greg Sluyter By signing this proposal, client has executed this Agreement. Client: Signature: Date: Print Name: Page 3 of 3 RESIDENTIAL CONSTRUCTION AGREEMENT License No. CRC1331188 THIS AGREEMENT is made this 8 day of September 120 16 by and between Sluvter Construction LLC. (ABuilder@), and Amine and Mariela Doukkali . . .... ...... (AOwners@) for the renovation of a single-family residence for the ownarc.af. propk4. 14cated jq..;. Dade County, State of Florida, and legally described as Lot 13 $foci* of the Mia '...; Shores Bay Area Subdivision and also known and numbered as *440 Worth jaj$J pte Dri"... Miami Shores, Fl. 33138 .. .. . .. ...... The Builder and Owners agree as set follows: . 1. Contract Documents. • • • • • • The terms of this contract include the conditions of this contract and by reference the provisions•in the other documents specifically listed in Exhibit A. The terms of this agreement shall prevail over any conflicting provisions in the documents incorporated by reference. If a conflict exists between the plans and the specifications, the specifications shall govern. 2. The Work. Unless otherwise specifically noted, Builder shall provide and pay for all labor, construction materials, equipment, tools, construction equipment and machinery, transportation, and other facilities and services necessary for the proper execution and completion of the residence. The work shall be done substantially in conformance with the plans that have been initialed or signed by each party. These plans are attached to this contract and incorporated into it as Exhibit A. Builder shall not be responsible for the following work: off -site utility connections; installation or construction of walks, pavements, or curbing; installation of cable television wiring; and any other work not described in the Plans. 3. Contract Price. Owners agree to pay the total contract price for all labor and materials furnished and work performed by Builder, of Three Hundred, Eighty -Six, Thousand, Three Hundred, Twenty -Three dollars. ($386,323); plus an allowance of $150,000 for owner selected finishes, for a Grand Total of Five Hundred, Thirty -Six Thousand, Three Hundred, Twenty -Three dollars, ($536,323), subject to additions and deletions by change order as provided in paragraph 11. The allowance, if any, includes both materials and installation unless expressly noted otherwise. The parties agree that the allowances are not to be construed as bids by Builder and that the allowances may vary from the actual cost based on Owners' selections. If the cost of Owner -selected materials or their installation exceeds the material or installation allowance, the amount of that excess will be added to the next progress payment or the final payment. If the amount is less than the allowance amount, that amount will be subtracted from the final amount of the contract. 4. Payments. The contract price will be paid as follows: A. $ 134,080 as a deposit upon signing the contract, receipt of which is hereby acknowledged. THE BUYER/OWNER OF A ONE -FAMILY OR TWO-FAMILY RESIDENTIAL DWELLING UNIT HAS THE RIGHT TO HAVE ALL DEPOSIT FUNDS (UPDEPOSITED IN AN INTEREST -BEARING ESCROW ACCOUNT. THIS RIGHT MAY BE WAIVED IN WRITING BY THE BUYER/OWNER. The failure to waive the escrow requirement may result in an extra charge to OWNER at the time of closing. The BUILDER shall be entitled to all interest accrued on the account. DOUKKALI CONTRACT.DOCX I of 6 KCL 2004 B. Based on applications for payment submitted by Builder, Owners shall make progress payments toward the contract price in accordance with the Construction Proposal Draw Schedule, as work is completed and certified by Owners. Owners will pay the cost of each inspection for each draw request. (The Construction Draw Schedule is attached to this contract and incorporated into it as Exhibit C.) C. Owners agree to make the progress payments within five (5) days of certification by Owners'.00nstruction lender. Payments due and unpaid shall bear interest at the rate of 12 % per mrntl:rayable tv f"rder from *... the date the payment is due. If Owners fail to pay Builder within seven (7) daySbf the dat(:t[VpVment is • • due through no fault of Builder, upon three (3) additional days written notice id i"ders, Bu118LP may step • • • the work. Builder may keep the job idle until such time as payments that are due fo Milder are }Paid. .... . .. ..... 5. Acceptance, Final Payment, and Occupancy. ...... .. . . ... Upon receipt of written notice that the work is ready for the final building inspection anti �oceptanee,.O�ners wiilo * • • promptly inspect the work. Owners will promptly pay (or cause to be paid) the balance. OVSender the contract less •. an amount equal to the cost to complete any missing or unfinished punchlist items. • . . . . ...... ...... Builder agrees to provide Owners with a Contractor=s Final Affidavit stating that al;wWcobtractors otptj supplip%o • •; have been paid or showing those unpaid and the amounts thereof. The amounts withheld for punchlistoiferds will be paid to Builder immediately upon completion of each of the punchlist items. Occupancy will be granted to Owners when construction is substantially completed, the certificate of occupancy is issued, and Builder receives payment of the final draw (including payment for all change orders and overages of allowances), less any money held for incomplete items. 6. Commencement and Completion. The work will begin promptly after Owners have obtained the financing referred to above, any other contingencies are cleared, all permits have been issued and Owners provide Builder with a title report containing a correct statement of (a) the recorded legal title to the property on which the residence is to be built and (b) Owners' interest therein at the time of the signing of this contract. The work will be substantially completed within days( 425 from the date all the contingencies are met. Any time lost by reason of change in plans or specifications requested by Owners, other acts of Owners, strikes, weather conditions not reasonably anticipated, or any other conditions that are not within Builder's control shall be added to the specified time of completion and Builder shall not be liable for such delay. For any delays not the responsibility of Builder, the contract price shall increase by the difference, if any, in Builder's costs occasioned by such delay. 7. Selections. Builder will provide Owners with information to help them select allowance items, materials, and colors required during the construction process. All selections must be made within-7—days of request by Builder. 8. Permits, Fees, and Tests. Builder shall secure any building permits which are required. Owners shall be responsible for all other fees and permits including any impact fees and connection fees. If necessary, Owners agree to assist Builder in obtaining any such permits and licenses by completing all necessary applications and forms. If a covenant or an architectural review committee requires the approval of plans and specifications, Owners shall be responsible for obtaining these approvals and paying for any fees connected with them. If no soil report is currently available, Owners shall provide one at their expense. 9. Taxes. Owners shall pay all real property taxes and taxes imposed upon the improvements on the residence when they are due. Builder shall pay all necessary sales, use, and similar taxes on materials used in construction that are legally enacted at the time this contract is signed. 10. Change Orders. A. Owners may, from time to time, order changes in the work which will be authorized by a written Change Order. Owners shall pay the reasonable cost of any such changes including overhead of 2% and profit of 13%. B. In the event the Builder is required by the Owners to perform additional work for which the amount of compensation is not previously agreed upon, the Builder shall prepare and submit to the Owners a proposal DOUKKALI CONTRACT.DOCX 2 of 6 KCL 2004 describing the estimated quantities and cost involved. The Builder shall keep accurate, detailed and itemized records of the costs of any such change and shall report such costs to the Owners. The Builder shall furnish to the Owners all documents required by the Owners, to evidence the expenditures of the Builder as a result of such change. C. Builder is not responsible for unknown conditions that cannot be observed in a non-destructive inspection of the premises or conditions that differ materially from those (a) indicated or referred to in the contract documents or (b) ordinarily encountered and generally recognized as inherent in the work of the character provjcjeA for in this contract. 60•••• . . 11. Insurance. ...... .... ...... Builder shall purchase and maintain at Builder's own expense, all necessary workers' Qoirv;"ation and employer's liability insurance, commercial general liability insurance, to protect Builder from clai#ns.for damages becausebf"'; bodily injury, including death, and for damages to property that may arise both out oarrd•during 4eratibns under... this contract. •••••• •• • •+:••• Owners shall purchase and maintain their own liability insurance, including fire and;dAAaay insurance upon the • • residence, to the full insurable value and shall name Builder as an additional insu?bd. Each party ps au issue800:9 certificate of insurance to the other prior to construction. .'. ; • • • •; .• . •..• 12. Owners' Obligations. . . Owners shall (a) furnish all surveys describing the physical characteristics, and utility locations for the residence and (b) secure and pay for easements necessary for the completion of the work. Owners shall furnish information and services under their control to Builder promptly to avoid delay. Owners warrant that the property upon which the residence is to be built conforms to all zoning, planning, environmental, and other building requirements. Owners warrant that all utilities necessary for the completion of construction are to the property line. 13. Supervision. Owners agree that the supervision of the work performed under this Agreement is under the exclusive direction of the Builder, and Builder shall have control over construction means, methods, techniques, sequences and procedures and for coordinating all portions of the work. Owners shall not interfere with the work, nor cause additional work to be carried on without the written consent of the Builder. All of the work shall be done by the Builder or subcontractors in direct contract with the Builder. 14. Disputes. Should any dispute arise relative to the performance of this contract that the parties cannot satisfactorily resolve, then the parties agree that the dispute shall be resolved by binding arbitration conducted by the American Arbitration Association. The party demanding arbitration shall give written notice to the opposite party and the American Arbitration Association promptly after the matter in dispute arises. In no event, however, shall a written notice of demand for arbitration be given after the date on which a legal action concerning the matter in dispute would be barred by the appropriate statute of limitations. 15. Termination. If Builder fails to supply proper materials and skilled workers; make payments for materials, labor, and subcontractors in accordance with their respective agreements; disregards ordinances, regulations, or orders of a public authority; or fails to materially comply with the provisions of the contract, Owners may give Builder written notice to terminate. After seven (7) days if Builder has failed to remedy the breach of contract, Owners can give a second notice to terminate. If Builder still fails to cure the breach within three (3) days after the second notice, Owners may terminate the contract. 16. Warranties. A. Builder agrees to promptly make good, without cost to Owners, any and all defects due to faulty workmanship and/or materials which may appear within one (1) year from the date of completion and acceptance of the work by Owners. B. THIS LIMITED WARRANTY IS THE ONLY EXPRESS WARRANTY PROVIDED BY Builder. IMPLIED WARRANTIES, INCLUDING (BUT NOT LIMITED TO) WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, HABITABILITY, AND GOOD WORKMANSHIP ARE DISCLAIMED AND LIMITED TO THIS WARRANTY. DOUKKALI CONTRACT.DOCX 3 of 6 KCL 2004 17. Right to Cure. FLORIDA LAW CONTAINS IMPORTANT REQUIREMENTS YOU MUST FOLLOW BEFORE YOU MAY FILE A LAWSUIT FOR DEFECTIVE CONSTRUCTION AGAINST A CONTRACTOR, SUBCONTRACTOR, SUPPLIER, OR DESIGN PROFESSIONAL FOR AN ALLEGED CONSTRUCTION DEFECT IN YOUR HOME. SIXTY DAYS BEFORE YOU FILE YOUR LAWSUIT, YOU MUST DELIVER TO THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, OR DESIGN PROFESSIONAL A WRITTEN NOTICE OF ANY CONSTRUCTION CONDITIONS YOU ALLEGE ARE DEFECTIVE AND PROVIDE YOUR CONTRACTOR AND ANY SUBCONTRACTORS, SUPPj.IPRS, OR DESIGN PROFESSIONALS THE OPPORTUNITY TO INSPECT THE ALUEGF0 C01STROCTIOA.... DEFECTS AND MAKE AN OFFER TO REPAIR OR PAY FOR THE ALLE} SED CONSTRUCTION .' DEFECTS. YOU ARE NOT OBLIGATED TO ACCEPT ANY OFFER MADE-BY:THE COMFRACTOR..:. OR ANY SUBCONTRACTORS, SUPPLIERS, OR DESIGN PROFESSIONAL-R.-THERE ARE STRIOT • DEADLINES AND PROCEDURES UNDER FLORIDA LAW. ."". ; • • • .... . .. ..... 18. Representations. This Agreement constitutes the entire agreement between Owners and Builder, and sups *s� e* all prior negotiations,* representations, understandings and agreements, either written or oral. This Agreement max be amended only by '. written instrument signed by both Owners and Builder. Owners acknowledge that Builder kas made no guarante;s,*• warranties, understandings, nor representations (nor have any been made by any repre9gp; tires of BViller) that am* * % not included in the contract documents. • • CONSTRUCTION INDUSTRIES RECOVERY FUND PAYMENT MAY BE AVAILABLE FROM THE CONSTRUCTION INDUSTRIES RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A STATE -LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD 1940 N. Monroe St., Tallahassee, FL 32399-1039(850) 487-1395 19. Miscellaneous. Until Owners make the final payment and take possession, Owners agree that Builder shall have the right to place signs on or about the property and to show the residence to other prospective clients and customers. 20. Governing Law and Assignment. This contract will be construed, interpreted, and applied according to the law of Florida. This contact shall not be assigned without the written consent of all parties. 21. Effective Date and Signature. This contract shall become effective on the day it is signed by both parties. 22. OWNERS ACKNOWLEDGE RECEIPT OF THE FLORIDA CONSTRUCTION LIEN LAW WARNING ATTACHED AS EXHIBIT D. We the undersigned, have read, understand and agree to each of the provisions of this contract and hereby acknowledge receipt of a copy of this contract. Owner Date Builder/Agent Date DOUKKALI CONTRACT.DOCX 4 of 6 KCL 2004 Owner Exhibit A - Plans and Specifications Exhibit B - Allowance Schedule Exhibit C - Draw Schedule Exhibit D - Florida Construction Lien Law Warning Date ...... .... ...... .... . .• ..... .. .. . .. .....• • . . . . •.•... DOUKKAL[ CONTRACT.DOCX 5 of 6 KCL 2004 A REPLACEMENT COST REPORT OF A SINGLE FAMILY HOME LOCATED AT 9400 N Bayshore Dr Miami Shores, FL 33138 FOR Amine Doukkali. & Mariela B Rovito Miami Shores Village APPRAISALF.IRST REAL ESTATE APPRAISERS LLC 1444 Biscayne Boulevard, Suite 211 Miami, Florida 33132 AppraisalFirst Real Estate Appraisers LLC 1444 Biscayne Boulevard, Suite 211 Miami Beach, Florida 33166 Phone:305-470-2100 Fax: 305-381-8047 E-mail: residential4traporoisalfirst.net E-mail: commercialGiIappraisaifirst.net November 20, 2015 Mr Doukkali via email: a a,doukkali.com Re: A replacement cost report .related to providing a letter for the depreciated building value of a single family home located at 9400 N Bayshore Dr, Miami Shores, FL 33138. Dear Mr Doukkali: As requested I am writing this report to estimate the reproduction or depreciated cost, based on the present condition of the property, for the above referenced subject building. Once again the costs and depreciated building value are reflective of the current condition of the property. The replacement cost new estimates will be provided via the "Marshall Valuation Service", a nationally accepted construction cost reference guide. The cost estimate includes labor, materials, supervision, etc. The figure also includes normal site preparation, and utility lines from lot line to building. Other soft costs such as professional fees, real estate taxes, financing fees and impact fees are not included. The depreciation is based on the current average condition of the property. Based on the current condition of the improvements, the physical depreciation based on the age/life method is 27%. This reproduction cost report is considered to be a restricted appraisal in accordance with Standards Rule 2-20 of the Uniform Standards of Professional Appraisal Practice (201.4-2015) and the Code of Ethics of the Appraisal Institute and the guidelines according to (USPAP). This report is for the sole use of the intended user. The subject property consists of a one-story single family home that was built in 1971 and is of a very good construction quality. The home includes an adjusted area (as per Public Records) of4738 square feet. The home had been in mostly very good condition on the effective date having had recent updating. Page 2 The house is situated on a 10750 square foot, single-family a zoned lot in Miami Shores Village. Appraiser: William K Griffith, SRA Cert. Res RD 1480 Purpose of Assignment: The purpose of the report is to provide a reproduction depreciated cost estimate of the subject dwelling. Intended Use of the Report: The client intends on using this report for renovation purposes Interest to be Appraised: This is a reproduction cost analysis of a home owned as a fee simple estate. Legal Description: MIAMI SHORES BAY VIEW PB 40/16 LOT 13 Miami -Dade County Florida Scope of Work. The scope of work included: inspecting the subject property; referencing the "Marshall Valuation Service", a nationally accepted cost manual; and estimating an appropriate depreciation rate for the improvements. Marshall Valuation Service: According to the "Marshall Valuation Service" the subject improvements are classified as a Class D-IV (Masonry Veneer) High Value Residence, with an estimated economic life of 60 years. In estimating the replacement cost new for the building, a designated cost via the "Marshall Valuation Service" will be applied. The depreciated building value will be based on the economic age -life method. A ratio of the buildings effective age to its total economic life is applied to the current replacement cost new of the improvement. This method is most effective in analyzing older buildings where the age ofthe long- lived and short-lived items cannot be easily estimated. According to the "Marshall Valuation Service" the subject improvements have an economic life of 60 years. However, the typical single family home in Miami Shores have far exceeded their specified economic lives. The subject home is 44 years in age. A more practical economic life of 75 years is estimated. Page 3 Marshall Valuation Service: (Continued) Taking into account the condition of the home, which has had significant recent updating, including flooring, interior walls, roof and windows, the remaining economic life equal to 87% of the estimated 75-year economic life, or 65- years will be applied, indicating 13% depreciation. The following is a summary of the replacement cost new and depreciated value for the subject single family home. Improvement Type High Value Residence Section & Page 12/27 Building Structure Class D (Masonry Veneer) Type IV Direct Cost Per SF $321.08 Adjustment Multipliers Height 1.00 Current 1.06 Local 098 Adjusted Direct Cost Per Square Foot $333.54 Building Size/SF 4738 sf Replacement Cost New $1,508,313 Actual Age 44 years Effective Age 10 years Economic Life 75 years Depreciation Rate 13% (Eff. Age / Eco. Life) Physical Depreciation $205,441 (Cost New x Depreciation. Rate) Depreciated Building Cost $1,302,872 (Cost New - physical Depreciation) Page 4 Based on the cost manual described herein the depreciated building value of the subject property, as of October 5, 2015 is $1,300,000 (rounded).. If you have any questions or need further assistance please do not hesitate to call me at (305) 470- 2149. Respectfully Submitted, William K Griffith, SRA Cert Res RD 1480 bill Canpraisalfirst.net Page 5 . 11'►1: CERTIFICATION I Certify to the best of my knowledge and belief: The statements of fact contained in this report are true and correct. The reported analyses, opinions, and conclusions are limited only by the reported assumptions and limiting conditions are my personal, impartial, and unbiased professional analyses, opinions, and conclusions. I have no present or prospective interest in the property that is the subject of this report and no personal interest with respect to the parties involved. I have performed no services, as an appraiser or in any other capacity, regarding the property that is the subject of this report within the three-year period immediately preceding acceptance of this assigrunent. I have no bias with respect o the property that is the subject of this report or to the parties involved with this assignment. My engagement in this assignment was not contingent upon developing or reporting predetermined results. My compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction in value that favors the cause of the client, the amount of the value opinion, the attainment of a stipulated result, or the occurrence of a subsequent event directly related to the intended use of this appraisal. - My analyses, opinions, and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice. I have made a personal inspection of the property that is the subject of this report. No one provided significant real property appraisal assistance to the person signing this certification. As of the date of this appraisal William K Griffith, SRA has completed the continuing education program of the Appraisal Institute. William K Griffith, SRA November 20, 2015 Cert Res RD 14890 Date ASSUMPTIONS AND LIMITING CONDITIONS The value conclusion and certification within this report are made expressly subject to the following assumptions and limiting conditions as well as any further reservations or conditions stated within the text of the report. 1) No responsibility is assumed for the legal description or for matters including legal or title considerations. Title to the property is assumed to be good and marketable. 2) Responsible ownership and competent property management are assumed. 3) The information furnished by others is believed to be reliable. However, no warranty is given for its accuracy. 4) It is assumed that there are no hidden or unapparent conditions of the property, subsoil, or structures that render it more or less valuable. No responsibility is assumed for such conditions or for arranging for engineering studies that may be required to discover them. 5) It is assumed that there is full compliance with all applicable federal, state, and local environmental regulations and laws unless non-compliance, is stated, defined, and considered in the assignment. 6) It is assumed that all required licenses, certificates of occupancy, consents, or other legislative or administrative authority from any local, state, or national government or private entity or organization have been or can be obtained or renewed for any use on which the rental survey contained in this report is based. 7) It is assumed that the utilization of the land and improvements is within the boundaries of property lines or the property described and that there is no encroachment or trespass unless noted in this report. 8) Possession of this report, or a copy thereof, does not carry with it the right of publication. It may not be used for any purpose by any person other than the party to whom it is addressed without the written consent of the appraiser, and in any event only with proper written qualification and only in its entirety. ASSUMPTIONS AND LIMITING CONDITIONS (Continued) 9) The appraiser herein by reason of this assignment is not required to give further consultation, testimony, or be in attendance in court with reference to the property in question unless arrangements have been previously made. 10) Neither all nor any part of the contents of this report (especially any conclusions, the identity of the appraiser, or any reference to the MAI or SRA designations) shall be disseminated to the public through advertising, public relations, news, sales, or other media without the prior written consent and approval of the appraiser. 11) The existence of potentially hazardous material used in the construction or maintenance of the building and/or the existence of toxic waste which may or may not be present on or under the site was not observed during our inspection. However, we are not qualified to detect such substances. These substances, if they exist, could have a negative effect on the estimated value of the property. The user of this report is urged to retain an expert in this field if desired. 12) This assignment was not based on a requested minimum valuation, a specific valuation, or the approval of a loan. 13) The client intends on using this report for dwelling renovation purposes. 14) The client understands, as per the engagement guidelines of this assignment, that all data related to estimating cost and depreciation is retained in the office file. RESUME OF QUALIFICATIONS: GENERAL EDUCATION: Florida State University B.S. Degree 1980 PROFESSIONAL EDUCATION: APPRAISAL INSTITUTE FHA & The Appraisal Process USPAP Update Florida Appraisal Law USPAP Update Florida Appraisal Law The Uniform Appraisal Dataset The Real Estate Market 2011 Residential Design & Functional Utility Reviewing Residential Appraisals & Using FNMA 2000 Roles & Rules Of Supervisory & Registered Trainee Appraisers Market Conditions Addendum/1004MC Analyzing Distressed Real Estate Co-ops & Condos Small Hotel/Motel Valuation Business Practices & Ethics New 1025-Small Residential Income Property Appraisal PROFESSIONAL AFFILIATION: SRA, The Appraisal Institute National Association Of Realtors, Florida Association Of Realtors Miami Board of Realtors, Marathon/Lower Keys Board Of Realtors William K Griffith, SRA BOARD EXPERIENCE: Board Of Directors, South Florida Chapter Of The Appraisal Institute 2004-2006 LICENSES: Cert Res RD1480 (Florida), Real Estate Broker (Florida), Notary Public, Florida REAL ESTATE AND APPRAISAL EXPERIENCE: Partner/Owner, AppraisalFirst, LLC 2011-Present Vice President/Residential Manager, AppraisalFirst, inc. 1987-2010 President, Biscayne RE Group. President, Coast To Coast RE Group. TYPES OF APPRAISAL SERVICES: Single Family Residential 2- 4 Family Dwellings REO Relocations Vacant Land Condominiums High Value Dwellings Estates/Litigation Construction Draw Inspections Blueprint Review 1997-Present 2009-Present PHA New Construction Multi-Family/Apt, Appraisal Review Cost Reports SERVICE AREA BY FLORIDA COUNTY: Miami -Dade, Broward, Monroe (Florida Keys), Palm Beach, St. Lucie, Martin. 2014 2014 2014 2012 2012 2011 2011 2010 2010 2010 2009 2008 2008 2008 2007 2007 Property Search Application - Miami -Dade County Page 1 of 2 .. EI ETHE T HA I Summary Report Property Information Folio: 11-3205-010-0110 Property Address: 9400 BAYSHORE DR Miami Shores, FL 33138-2952 Owner MARIELA B ROVITO JTRS AMINE DOUKKALI JTRS Mailing Address 9400 N BAYSHORE DR MIAMI SHORES, FL 33138 USA Primary Zone 1700 SGL FAMILY - 4001 SQFT & Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths t Half 3/4/0 Floors 2 Living Units 1 Actual Area 6,042 Sq.Ft Living Area 4,541 Sq.Ft Adjusted Area 4,738 Sq.Ft Lot Size 10,760 Sq.Ft Year Built 1971 Assessment Information Year 2015 2014 2013 Land Value $327,660 $419,680 $349,160 Building Value $349,001 $342,652 $293,503 XF Value $12,135 $12,290 $12,446 Market Value $688,796 $774,622 $655,109 Assessed Value $688,796 $774,622 $481,890 Benefits Information Benefit Type_ 2015 2014 2013 Save Our Homes Cap Assessment Reduction $173,219 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Widow Exemption $500 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES BAY VIEW PB 40-16 LOT 13 LOT SIZE IRREGULAR OR 14902-2244 0291 1 Generated On: 111201201; Taxable Value Information 2015 2014 2013 County Exemption Value $50,000 $50,000 $50,500 Taxable Value $638,796 $724,622 $431,390 School Board - -^ Exemption Value $25,000 $25,000 $25,500 Taxable Value $663,796 $749,622 $456,390 C Ity Exemption Value $501000 $50,000 $50,500 Taxable Value $638,796 $724,622 $431,390 Regional Exemption Value _....... $50,000 ................. $50,000 $50,500 Taxable Value $638,796 _._..... $724,622 __.... ........... .........__.._. $431,390 Sales Information Previous OR Book - Sale Price Pa e 9 Qualification Description 28555 03/20/2013 $800,000 Qual by exam of deed 3512 02/01/1991 $327,500 14902 ............... Sales which are qualified 2244 14350- Sales which are disqualified as a result 11/01/1989 $0 2745 of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record, The Property CALCULATOR METHOD SEC770N12PAGE 27 August 2014 HIGH -VALUE RESIDENCES CLASS TYPE EXTERIOR WALLS INTERIOR FINISH LIGHTING AND PLUMBING 'HEAT COST Special site built sash and entries, Custom ceilings and cabinetry, inlaid Sq. M. Cu. Ft. Sq. Ft. best clay, slate parquet, matched stones and woods Extensive fixtures and custom hardware throughout Complete H.VAC. $4,914.30 $57.07 V Best masonry, much fine trim and fenestration Coffered ceilings, site -built cabinetry, niches, High-qualityfixtures, structured wiring, Complete $456.55 Fine brick, cut stone, heavy roof, best many extras hih ap fine hardware N.VAC. 4,123.37 47.88 383.07 C IV metal, tile, some artgiass Good plaster, ornamental detail, marble, custom carpet, parquet Good custom fixtures more than one kitchen Complete p III Face brick, stone trim, slate or tile, Plaster, good detail, custom ceiling, wall or food prep. area Some H.VA.C. 3,460.95 40,19 321.53 some custom sash and floor finishes special custom fixtures, electrical and plumbing in P 9 t-grated systems Complete C.VAC. 2,905.96 p Brick or stone, slate or metal, heavy structure, solarium Plaster, some ornament, tile, average , Custom fixtures, electrical 33.75 269.97 custom carpet, hardwoods and plumbing, home automation Complete H.V.A.C. 2 440.09 28.34 226.69 i Good brick, stone trim, skylights, shakes or metal on good structure Piaster or best drywall, paneling, custom vinyls, terrazzo, hardwoods Some special fixtures, more than one Complete VI Special site -built sash and entries, Custom ceilings and cabinetry, inlaid bath per bedroom H,VAC. 2,049.47 23.80 190.40 best clay, slate Parquet, matched stones and woods Extensive fixtures and custom hardware throughout e 4,931.10 V Best masonry veneer, much fine trim and fenestration Coffered ceilings, site -bulk cabinetry, High -quality fixtures, structured VAC 57.26 458.11 Fine masonry veneer, trims, best niches, many extras wiring, high amp, fine hardware Complete H.V.A.C. 4,127.46 47.93 383.45 DIV metal, tile, some artgiass Good plaster, ornamental detail, marble, custom carpet, parquet Good custom fixtures, more than one Complete MASONRY VENEER iII Face brick veneer, stone trim, slate or Plaster, good detail, custom ceiling, wail kitchen or food preparation area Some RVA.C. 3,456.11 40.14 321.08 tile, some custom sash and floor finishes special custom fixtures electrical and plumbing, integrated systems Complete 2,894.98 iI Brick or stone veneer, slate, metal, heavy structure, solarium Plaster, some ornament, tile, average Custom fixtures, electrical and HNA.C. 33,62 268.95 custom carpet, hardwoods Plumbing, home automation Complete H.V.A.C. 2,425.13 2$.16 225.30 I Double walls, good veneer, skylights good shakes or metal Plaster or best drywall, paneling, custom vinyls, terrazzo, hardwoods, Some special fixtures, more than one Complete VI Special site -built sash and entries, Custom ceilings and cabinetry, inlaid bath per bedroom }{,VA,C. 2,032.03 23.60 188.78 best clay, slate parquet, matched stones and woods Extensive factures and custom hardware throughout ry V.glCe 4,859.19 56.43 V Best sidings, EIFS, much fine trim and fenestration Coffered ceilings, site -built cabin �' quality futures, structured wiring, Complete 451A3 niches, man extras y high high amp, fine hardware H.VAC. 4,066.53 47.22 377.79 D IV Fine siding, stucco, marble trim, best metal, tile, some artglass Good plaster, ornamental detail, marble, custom q et, parquet � Good custom fixtures, more than one Complete 111 Siding, brick or stone trim, slate or tile, Plaster, good detail, custom ceiling, wail kitchen or food preparation area Some H.VA.C_ 3,404.33 39.53 316.27 some custom sash and floor finishes special custom fixtures, electrical and plumbing,integrated P 9 eg systems Complete H.V 2,851.06 33.11 11 Half timber and stone trim, slate, metal, heavy structure, solarium Plaster, some ornament, tile, average custom carpet, hardwoods Custom fixtures, electrical and C. Complete 264.87 Double walls, stone trim, skylights, Plaster or best drywall, paneling, custom Plumbing, home automation H.VAC. 2,387.99 27.73 221.85 shakes or metal on good structure vinyls, terrazzo, hardwoods Some special fixtures, more than one bath per bedroom Complete :1 2,000.60 Fireplace, balconies and porches and built-in appliances are not included. See Page 35 for garage costs. The base H.VAC. 23.23 185.86 (.305 meter) of deviation. For small residential elevators and fire wall height is 10 feet (3.05 meters), excluding sprinkler systems, see notes on Page 38 and 39. See Page 26 for basement costs, gables. Add or deduct 3% for each foot - 'HIGH VALUE HEATING, VENTILATING AND AIR CONDITIONING COMPLETE SQUARE METER COSTS Costs for high -value mechanical items are listed separately from those for outer buildings in this H.V.A.C. MILD MODERATE TYPE CLIMATE CLIMATE EXTREME CLIMATE SQUARE FOOT COSTS MILD MODERATE EXTREME CLIMATE section because of the special requirements. Costs listed to the right are averages. The VI $130.05 $175.02 $235.79 CLIMATE CLIMATE $12.08 moderate climate cost is included in the base cost in the tables. If a cubic foot cost is used, use V 114.85 156.79 213.91 $16-26 $21.91 10.67 one -tenth (1/10) the difference shown, to adjust the base cubic foot cost. For cooling only, use IV 101.49 140.38 193.85 14.57 %87 9A3 13.04 70% to 80% of the costs listed. For heating only, use 60% to 70%. For ground -loop heat source Ili 90.55 126.40 176.84 18.01 8.41 11.74 16.43 units, add $3.86 to $5.37 per square foot ($41.55 to $57.80 per square meter). JI I 80.22 113.64 160.43 7.45 10.56 14.90 ` 102.09 146.45 6.61 9.48 13.61 MARSH.ILL YALUATIONSERUCE C 2014 CoreLogic6, Inc- and it licensors, all rights reserved Any reprinting, The data induded on this page becomes obsolete after update delivery, scheduled for August 201� distribution, creation of derivative x ?*t and/or public Pu d' 1 up � is strictly prohibited si2nld Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by k2. j M2!�-- T�Jxt&A k to perform special inspector services under the Flori a Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the 940 P4 61w- project on the below listed structure as of "7 - ZCo -t (P (date). I am a registered architect/professional engineer licensed 'n the State of Florida. Proce Number: l ;✓ _ Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5m Edition (2014) Miami Dade unty Administrative Code, Article II Section 8-22 Special Inspector for 7russes > 35 ft. long or 6 ft. high _roil Framing and Connections welded or bolted _ompaction _ Precast Attachments _ Roolling Applications, Lt. Weight. Insul.COPC. Othe G L�J►�� 1 yV',� RECEIV'�D AU 19 2 16 BY: Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform ..,• ins !r=&01V-J1�t=1 0 : ••• •000.0 ...... 1. *Special inspectors utilizing authorized representatives shall insure the authorized representative isqual�'ied by:...:. ' education or licensure to perform the duties assign by Special Inspector. The qualifications shall inc uae licensJre as a "•' • professional engineer or architect: graduation from an engineering education program in civil or stnictur : engirieesilit. "• • • graduation from an architectural education program; successful completion of the NCEES Fundamentals Examingt;bii; • • • •; • or registration as building inspector or general contractor. . 0. . . ...... . ...... I (we) will notify the Miami Shores Building Department of any changes regarding auth;riw&perscnnel :....: performing inspection services. 0 • • • . I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code an to su s teal accordance with the approval plans. Engineer/AwIdM4- Name Signed Sealed Print Date: Address 7-OS' Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by Amine Doukkali to perform special inspector services under the Florida Building Code at the 9400 North Bayshore or, Miami Shores, Fl. project on the below listed structures as of 6124/16 (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: I/ SPECIAL INSPECTOR FOR PILING, FBC 1822.1,20 (R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) J❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) M SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspection 1, Carlos Gutierrez, Fidel Garcia 2. Alain Gonzalez, Reynier Montero 0000 3 Serguey Femandez, Jorge Junco 4. Ruben Izquierdo, Juan Rivas • • • 0000 *Special Inspectors utilizing authorized representatives shall insure the authorized representative is gmgifisc by eduli►atioa or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include license es a professional engineer or architect; graduation from an engineering education program in civil or structural enginegrWM*, g�aduatio�l� �r* n architectural education program; successful completion of the NCEES • • • • • Fundamental Examination; or registration as building inspector or general contractor. • • • • • • • • I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized persowl ptJorming inspgction services. • I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convDniegt•Igcation On the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, a? fbg0ed by J*ep•larlda Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inMtctiotls. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealed Engineer/Architect Names Evelio Horta, PhD PE. G.E. (PRINT) AddreSS 2608 W. 84th Street, Hialeah, FI. 33016 DATE: 6/26/16 Phone No. 305-825-2683 Created on 6i10/2009 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 93 The lower the EnergyPerformance Index, the more efficient the home. 9400 North Bayshore Dr, Miami Shores, FL, 33180 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows- Description a. U-Factor: Sgl, U=0.95 SHGC: SHGC=0.29 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. N/A Existing (Projecte 9. Wall Types Single-family a. Concrete Block - Int Insul, Exterior b. Concrete Block - Int Insul, Adjacent 1 c. N/A 5 d. N/A 10. Ceiling Types No a. Roof Deck (Unvented) 4612 b. N/A Area c. N/A 1019.60 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: 1st Floor b. Sup: Attic, Ret: Attic, AH: 2nd Floor ft2 12. Cooling systems ft2 a. Central Unit b. Central Unit ft2 3.744 ft. 0.290 Insulation Area R=0.0 2661.00 ft2 R=19.0 1951.00 ft2 R= ft2 I certify that this home has mplied with Construction through the Bove energy in this hom before fin inspection. Ot P,basteobi talled Co a compliant fea r Signature: Address of New Home: 13. Heating systems a. Electric Strip Heat b. Electric Strip Heat 14. Hot water systems a. Propane b. Conservation features None 15. Credits the Florida Energy Efficiency Code for Building aving features which will be installed (or exceeded) irwise, a new EPL Display Card will be completed Date: City/FL Zip: i Insulation Area R=4.2 3740.00 ft2 R=4.2 324.00 ft2 R= ft2 R= ft2 Insulation Area R=30.0 2661.00 ft2 R= ft2 R= ft2 R ft2 6 100 6 480 kBtu/hr Efficiency 71.9 SEER:17.60 44.6 SEER:18.00 kBtu/hr Efficiency 45.0 COP:1.00 17.0 COP:1.00 Cap: 75 gallons EF: 0.59 •••• •••••• • • •None • •+,r A We *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 4/6/2016 4:34 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 16-0310 Doukkali Residence Builder Name: Street: 9400 North Bayshore Dr Permit Office: City, State, Zip: Miami Shores, FL , 33180 Permit Number: Owner: Jurisdiction: Design Location: FL, Miami 1. New construction or existing Existing (Projecte 9. Wall Types (4064.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.2 3740.00 ft2 b. Concrete Block - Int Insul, Adjacent R=4.2 324.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 5 d. N/A R= ft2 10. Ceiling Types (2661.0 sqft.) Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R=30.0 2661.00 ft2 6. Conditioned floor area above grade (ft2) 4612 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(1019.6 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 1st Floor 6 100 a. U-Factor: Sgl, U=0.95 1019.60 ft2 b. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 480 SHGC: SHGC=0.29 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 71.9 SEER:17.60 b. Central Unit 44.6 SEER:18.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Strip Heat 45.0 COP:1.00 SHGC: b. Electric Strip Heat 17.0 COP:1.00 Area Weighted Average Overhang Depth: 3.744 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Propane Cap: 75 gallons 8. Floor Types (4612.0 sqft.) Insulation Area EF: 0.590 a. Slab -On -Grade Edge Insulation R=0.0 2661.00 ft2 b. Conservation features •""""• b. Floor Over Other Space R=19.0 1951.00 ft2 None • " • " •' • • • • • • c. N/A R= ft2 15.Credits �• • • •""•"•None "• Total Proposed Modified Loads: 152.34 ' • • • • • • Glass/Floor Area: 0.221 : • •' PAS Total Baseline Loads: 164.29 " 1 hereby certify th the plans and pecifications covered by Review of the plans and TA�t� • • • • this calculation ar in compliance ith the Florida Energy specifications covered by this • • • �'�' 14 T per •� Code. calculation indicates compliance`,ff�. , �© • �Q `` with the Florida Energy Code. F. rrrrr n .'r, x ,�,r. PREPARED B Before construction is completed •• DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. C�fl WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 4/6/2016 4:33 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: 16-0310 Doukkali Residence Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 4612 Lot # Owner: Total Stories: 2 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 9400 North Bayshore Dr Permit Office: Cross Ventilation: No County: Miami -Dade Jurisdiction: Whole House Fan: No City, State, Zip: Miami Shores, Family Type: Single-family FL, 33180 New/Existing: Existing (Projected) Comment: Interior Remodeling CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blockl 2661 21288 2 Block2 1951 15608 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 2661 21288 Yes 7 2 1 Yes Yes Yes 2 2nd Floor 1951 15608 No 4 3 1 Yes Yes Yes FLOORS .""• ...• •.• # Floor Type Space Perimeter Perimeter R-Value Area Joist R-IlAue • T LF• Nod Carpet • 1 Slab -On -Grade Edge Insulatio 1st Floor 295 ft 0 2661 ft2 _ • 0.2 0 2 Floor Over Other Space 2nd Floor ____ ____ 1951 ft2 l • 0:%..: G d8 ROOF / Roof Gable Roof Solar SA;'';'1:nitt Emitt• Deck Pitch v # Type Materials Area Area Color Absor. Testd*d • TNgc.:ins uI. •(dEgr 1 Gable or shed Flat tile/slate 2882 ft2 554 ft2 Medium 0.96 No " b.9 Oe: • • 30 ' 22.6 ATTIC Ratio in) Area FIBS IRCC V # Type Ventilation Vent (1 1 Full attic Unvented 0 2661 ft2 N N 4/6/2016 4:33 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FC1RM RdnF,-9nid CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Unvented) 1 st Floor 1 710 ft2 0.11 Wood 2 Under Attic (Unvented) 2nd Floor 1 1951 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below it Ornt To Space Wall Type R-Vqllle Et In Ft In Area R-Vaille Fraction Ahqnr Grade% 1 N Exterior Concrete Block - Int Insul 1st Floor 4.2 75 6 8 0 604.0 ft2 0 0 0.5 0 2 S Exterior Concrete Block - Int Insul 1st Floor 4.2 45 6 8 0 364.0 ft2 0 0 0.5 0 3 E Exterior Concrete Block - Int Insul 1st Floor 4.2 82 0 8 0 656.0 ft2 0 0 0.5 0 4 W Exterior Concrete Block - Int Insul 1st Floor 4.2 56 6 8 0 452.0 ft2 0 0 0.5 0 5 N Exterior Concrete Block - Int Insul2nd Floor 4.2 47 6 8 0 380.0 ft2 0 0 0.5 0 6 S Exterior Concrete Block - Int Insul2nd Floor 4.2 47 6 8 0 380.0 ft2 0 0 0.5 0 7 E Exterior Concrete Block - Int Insul2nd Floor 4.2 56 6 8 0 452.0 ft2 0 0 0.5 0 6 W Exterior Concrete Block - Int Insul2nd Floor 4.2 56 6 8 0 452.0 ft2 0 0 0.5 0 9 S Garage Concrete Block - Int Insul 1st Floor 4.2 40 6 8 0 324.0 ft2 0 0 0.5 0 DOORS # Ornt Door Type Space Storms U-Value Width WidthArea Ft In Ft 1 S Insulated 1 st Floor Wood .64 6 8 48 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Sliade. Screening 1 N 1 Metal Single (Clear) Yes 0.95 0.29 143.8 ft2 2 ft 0 in 2 jt 0 ip Draped ilAds Exterio,S • • 2 S 2 Metal Single (Clear) Yes 0.95 0.29 45.0 ft2 2 ft 0 in .. • 2 ft 0 in . Drapas/bllida Exterior 3 3 E 3 Metal Single (Clear) Yes 0.95 0.29 262.5 ft2 6 ft 0 in 2ftAia.. Drapes/blj ds Exterior 5 4 W 4 Metal Single (Clear) Yes 0.95 0.29 204.2 ft2 2 ft 0 in 20&A0 Drapes/blinds Ext&60? 5' 5 N 5 Metal Single (Clear) Yes 0.95 0.29 15.0 ft2 4 ft 0 in 2 ft�din� Drapes/blinds Extol S• 6 S 6 Metal Single (Clear) Yes 0.95 0.29 37.5 ft2 4 ft 0 in 2.% • • Drapes/blindrr Exterior V ••.• ••••• 7 E 7 Metal Single (Clear) Yes 0.95 0.29 220.0 ft2 4 ft 0 in NNQ in. • Drapes/blinds Exterior j5• 8 W 8 Metal Single (Clear) Yes 0.95 0.29 91.7 ft2 4 ft 0 in 2'ft 0 in • Drape M b Ilirids Extariorf» GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 484 ft2 384 ft2 44 ft 8 ft 4.2 4/6/2016 4:33 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FnRM R405-2014 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000254 3074.7 168.8 317.44 .2159 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 2 Electric Strip Heat None COPA 17 kBtu/hr 2 sys#2 1 A Electric Strip Heat None COPA 27 kBtu/hr 1 sys#1 1 B Electric Strip Heat None COPA 18 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 2 Central Unit Split SEER: 18 44.6 kBtu/hr 1400 cfm 0.76 2 sys#2 1 A Central Unit Split SEER: 18 57.4 kBtu/hr 1800 cfm 0.76 1 sys#1 1 B Central Unit Split SEER: 16 14.5 kBtu/hr 435 cfm 0.76 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane None Garage 0.59 75 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 •• • • .••. .• • DUCTS .• • • ' / --- Supply ---- ---- Return ---- Air CFM 25 'C19IA29 • HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT . •Ol!"# QN• RW Heat: t*otr 2 Attic 6 480 ft2 Attic 60 ft2 Default Leakage 2nd Floor (Default), 42;j4t) 2 1 A Attic 6 480 ft2 Attic 90 ft2 Default Leakage 1 st Floor (Default)• t ENoult) .. • • 1 • • 01.. 1 B Attic 6 100 ft2 Attic . • . • • • 24 ft2 Default Leakage 1 st Floor (Defaultr (Default) • 1 1' • • • • • • 000 4/6/2016 4:33 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Programable Thermostat: N Ceiling Fans: Cooling [X] Jan [X] Feb (X] [[X] Mar Apr May Jun X]] Jul X] Aug X]] Sep X Oct X Nov X Dec Heating lX] Jan Feb [X] Mar XApr �Xj XMay jXj XJun IXI Jul X] Aug X] Sep X Oct X Nov X Dec Venting X Jan X Feb X MarX Apr X May X Jun lX] X Jul X] Aug X]] Sep X Oct X Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 4/6/2016 4:33 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 9400 North Bayshore Dr Permit Number: Miami Shores, FL, 33180 M#NDATORY REQUIREMENTS See individual code sections for full details. �� 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law [Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans J and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. y� R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. 0.0 • R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor c(:nbuj0gn air. 000000 • • • • •. R402.4.3 Fenestration air leakage!/Vindows, skylights and sliding glass doors shall have an air infiltration rate of no ryar%tT�V 0.3 cfm • • per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), wA8r1it9ttd accordtrlg to NFRC 406or • • AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by'ME A*Aufacturer. • Exception: Site -built windows, skylights and doors. 000000 ; • • • • • R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall bQ beq♦ecito limit pir I �a�age • • between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeledAp1hgviRg an air•leaka • rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All �8dessed • • • • • luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling cpveTiad.; • • I/ R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate hefting apd cooling NStR R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance IA t stall have Co4tt0is ; • • • • that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 0..6 • R403.2.2 Sealing (MandatoryAll ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 4/6/2016 4:35 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANJ TORY REQUIREMENTS - (Continued) �� R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193. R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. (/ R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 1050F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. Y R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1h inches (89 mm) in the hot water distribution line and cold water line located as close as possible / to the storage tank. R403.4,4 Water heater efficiencies (Mandatory). Water heater efficiencies �,/✓ R403.4.4.1 Storage water heater temperature controls • R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60oC). • R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Cente;Plrgctory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806,T Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Cellecior%in install9d 1olar water' • • • • heating systems should meet the following criteria: 0 • ' +' • • • • 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and + • 2. Be installed at an orientation within 45 degrees of true south. • + • ; . • • ; S/ R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the regWi&err0hts of tV""• • • • • Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved n1ws pl ventilatLon. • • Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation systerp is riot operating. + •• R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system•••fins••••shall meet the � efficacy requirements of Table R403.5.1. • • � • � • •..••• Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipmektrey Shall be pow erred by an �. •. • electronically commutated motor. . . . R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical • ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2• No ventilation or air-conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3• If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a / minimum of R-11 and the ceiling shall be insulated to a minimum or R-19, space permitting, or R-10 otherwise. 19./ R4V Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. ■ R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 4/6/2016 4:35 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. R403.6.1.2 Heating equipment capacity • R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. • R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. • R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. / 2. A variable capacity system sized for optimum performance during base load periods is utilized. `!I R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitatigil klffi�ng and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. • • , • • • • **set* / •• . •• • R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for jVLd2ntial pools, Ards • • • inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. •The energy •' • • • • requirements for portable spas shall be in accordance with ANSI/APSP-14. • • • • 0 • • • R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off swii That is r:(TLIh B• 00000 outside the heater to allow shutting off the heater without adjusting the thermostat setting. • �: • • = : • • • • • • • • R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space M%te"shall have•a minimum • • • • •. • thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested.in aaoordance with•ANSI Z 21.56. • • Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. ; • ; • • • • • • • R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COPof 4+0 then tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an.independent Iztwatory is ;' • • • required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this sjWfflail. R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. V/R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. / ? R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ,pl R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. ? R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 4/6/2016 4:35 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Corn Page 3 of 3 Building Input Summary Report PROJECT Title: 16-0310 Doukkali Residence Bedrooms: 5 Address Type: Street Address Building Type: User Bathrooms: 6 Lot # Owner: Conditioned Area: 4612 sq.ft. Block/SubDivision: # of Units: 1 Total Stories: 2 PlatBook: Builder Name: Worst Case: No Street: 9400 North Bayshore Dr Permit Office: Rotate Angle: 0 County: Miami -Dade Jurisdiction: Cross Ventilation: No City, State, Zip: Miami Shores, Family Type: Single-family Whole House Fan: No FL, 33180 New/Existing: Existing (Projected) Terrain: Suburban Year Construct: 2016 Shielding: Suburban Comment: Interior Remodeling CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 51 90 70 75 149.5 56 Low UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $/Unit Electricity kWh Test File 0 0.1165 Natural Gas Therm Florida Average 0 1.801 Fuel Oil Gallon EnergyGauge Default 0 1.1 Propane Gallon EnergyGauge Default 0 2.401 SURROUNDINGS Shade Trees • =4djai@%t Buildings••• ..... Ornt Type Height Width Distance Exist Heiglft• • Widtb • Distance.' • • N None Oft Oft Oft 0 Oft Oh NE None Oft Oft Oft Ofteeee : Oft 01.60. E None Oft Oft Oft 0Iteeas• oit•.•:• Olt SE None O ft O ft O ft O ft A 0r: S None Oft Oft Oft •••••• Oft O�t •". 0 01P••• SW None Oft Oft Oft OV " Oft"" 0'ft'00•0 W None Oft Oft Oft or*:*: Oft ' Oft • NW None Oft Oft Oft Olt ' O'he•;9 • 0"09•0 BLOCKS �0•0 0 ••o• :""; �� Number Name Area Volume 1 Blockl 2661 21288 2 Block2 1951 15608 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 1 st Floor 2661 21288 Yes 7 2 Yes Yes Yes 2 2nd Floor 1951 15608 No 4 3 Yes Yes Yes 4/6/2016 4:34 PM EnergyGauge® / USRCSB v4.0 Page 1 of 5 Building Input Summary Report FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulation 1st Floor 295 ft 0 2661 ft2 ____ 0.2 0 0.8 2 Floor Over Other Space 2nd Floor 1951 ft2 19 0.2 0 0.8 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Flat tile/slate 2882 ft2 554 ft2 Medium 0.96 No 0.9 No 30 22.6 ATTIC # Type Ventilation Vent Ratio (1 in) Area FIBS IRCC 1 Full attic Unvented 0 2661 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Fraction Truss Type 1 Under Attic Q 1 st Floor 1 710 ft2 0.11 Wood 2 Under Attic () 2nd Floor 1 1951 ft2 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project' section above. Ad1jacent Space Cavity Width Height 0000 Sheathing Framing Solar •R-V Below # Ornt To Wall Type R-Value Ft In Ft In Area RjFracti"*Absor. Gt3tleya 1 N Exterior Concrete Block - Int Insul 1 st Floor 4.2 75 6 8 0 604.0 ft2 • * 0 0. * * • * G.5 d • 2 S Exterior Concrete Block - Int Insul 1 st Floor 4.2 45 6 8 0 364.0 ft2 : : • Q : : 0 • 0.5 0 3 E Exterior Concrete Block - Int Insul 1 st Floor 4.2 82 0 8 0 656.0 ft2 • • O. 0. • 0.5 : .a 4 W Exterior Concrete Block - Int Insul 1 st Floor 4.2 56 6 8 0 452.0 ft2 "G • 0• 0.5 • • �t7 • 5 N Exterior Concrete Block - Int Insul 2nd Floor 4.2 47 6 8 0 380.0 ft2 •0 • •• •• 0• 0 0.5 •••• 0 •• ••• 6 S Exterior Concrete Block - Int Insul 2nd Floor 4.2 47 6 8 0 380.0 ft2 • • • p • • 0 • 0.5 Q • 7 E Exterior Concrete Block - Int Insul 2nd Floor 4.2 56 6 8 0 452.0 ft2 • 0 • 0- • 0.5 • • a& 6 8 W Exterior Concrete Block - Int Insul 2nd Floor 4.2 56 6 8 0 452.0 ft2 : Q" • 0 0' 0.5 ; • •Q • 9 S Garage Concrete Block - Int Insul 1st Floor 4.2 40 6 8 0 324.0 ft2 0 09 • 0 • 0.5 0 DOORS Width Height # Ornt Door Type Space Storms U-Value Ft In Ft In Area 1 S Insulated 1st Floor Wood .64 6 8 48 ft2 4/6/2016 4:34 PM EnergyGauge® / USRCSB v4.0 Page 2 of 5 Building Input Summary Report WINDOWS Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 N 1 Metal Single (Clear) Yes 0.95 0.29 Y 143.8 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds Exterior 50% 2 S 2 Metal Single (Clear) Yes 0.95 0.29 Y 45.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds Exterior 50% 3 E 3 Metal Single (Clear) Yes 0.95 0.29 Y 262.5 ft2 6 ft 0 in 2 ft 0 in Drapes/blinds Exterior 50% 4 W 4 Metal Single (Clear) Yes 0.95 0.29 Y 204.2 ft2 2 ft 0 in 2 ft 6 in Drapes/blinds Exterior 50% 5 N 5 Metal Single (Clear) Yes 0.95 0.29 Y 15.0 ft2 4 ft 0 in 2 ft 0 in Drapes/blinds Exterior 50% 6 S 6 Metal Single (Clear) Yes 0.95 0.29 Y 37.5 ft2 4 ft 0 in 2 ft 0 in Drapes/blinds Exterior 50% 7 E 7 Metal Single (Clear) Yes 0.95 0.29 Y 220.0 ft2 4 ft 0 in 2 ft 0 in Drapes/blinds Exterior 50% 8 W 8 Metal Single (Clear) Yes 0.95 0.29 Y 91.7 ft2 4 ft 0 in 2 ft 0 in Drapes/blinds Exterior 50% INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 Space(s) 1 Wholehouse Proposed ACH 50 .000254 3074.7 168.8 317.44 .2159 5 All GARAGE # Floor Area Roof Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 484 ft2 384 ft2 44 ft 8 ft invalid MASS Mass Type Area Thickness Furniture Fraction Space • • No Added Mass 0 ft2 0 ft 0.3 '„' ;1st Floor„ , • • No Added Mass 0 ft2 0 ft 0.3 • • • • • •2nd Floor • • • • . • .: • HEATING SYSTEM • • ' # System Type Subtype Efficiency Capacity -------GeotherrflEl 142atPump-t------ Ducts 9131W Entry PE0V • Volt. Cujr• • • • • • • 2 Electric Strip Heat None COP:1 17 kBtu/hr ,A,,,, 0 0 , sys#2 �• 1 A Electric Strip Heat None COP:1 27 kBtu/hr • • • • sys#1 • • •i: • 1 B Electric Strip Heat None COP:1 18 kBtu/hr ; ', ' s s#1 COOLING SYSTEM . • • • # System Type Subtype Efficiency Capacity Air Flow SHR Ducts Block 2 Central Unit Split SEER:18 44.6 kBtu/hr 1400 cfm 0.76 sys#2 2 1 A Central Unit Split SEER:18 57.4 kBtu/hr 1800 cfm 0.76 sys#1 1 1 B Central Unit Split SEER:16 14.5 kBtu/hr 435 cfm 0.76 s s#1 1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Credits 1 ' Propane None Garage 0.59 75 gal 60 gal 120 deg None 4/6/2016 4:34 PM EnergyGauge® / USRCSB v4.0 Page 3 of 5 Building Input Summary Report SOLAR HOT WATER Collector Surface Absorp. Trans Tank Tank Tank Heat PV Pump Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U-Value Surf Area Exch Eff Pumped Energy DUCTS DUCT --------- Supply --------- ---------- Return --------- Air CFM 25 CFM25 HVAC # # Location R-Value Area Location Area Number Leakage Type Handler TOT OUT ON RLF Heat Cool 2 Attic 6 480 ft2 Attic 80 ft2 1 Default Leakage 2nd Floor (Default) (Default) 2 2 1 A Attic 6 480 ft2 Attic 90 ft2 1 Default Leakage 1 st Floor (Default) (Default) 1 1 1 B Attic 6 100 ft2 Attic 24 ft2 1 Default Leakage 1 st Floor Default Default 1 1 TEMPERATURES Programable Thermostat: N Ceiling Fans: N Cooling X Jan Feb X]] Mar X] Apr X May Jun X Jul X Aug Sep Oct X Nov X Dec Heating Jan XFeb JXJ Mar Apr May XJun JulIX� �Xj Aug XSep XOct JXJ JXJ X� Nov X Dec Venting X Jan lX� X Feb lX] X lX] Mar X Apr X May lX� X Jun X Jul lX� X Aug X Sep X Oct X Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 68 68 68 68 68 68 68 68 68 68 • • • 68 68 PM 68 68 68 68 68 68 68 68 68 , 68 • • • P8 •EL8. • Heating (WEH) AM 68 68 68 68 68 68 68 68 • -Be : 68 • • 68 68 . • PM 68 68 68 68 68 68 68 68 68 68 • 9 66 68 • ••••• •• • • • • ••••% •• •• •••• •••••• • • • • • •••••• 4/6/2016 4:34 PM EnergyGauge® / USRCSB v4.0 Page 4 of 5 Building Input Summary Report APPLIANCES & LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 % Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWhNr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.046 0.046 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 % Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kWhNr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 % Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 0 kWhNr Peak Value: 0 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 % Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 891 kWhNr Peak Value: 200 Watts Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 % Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 4481 kWhNr Peak Value: 1463 Watts Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 % Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 6983 kWhNr Peak Value: 1281 Watts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 % Released: 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 0 kWhNr Peak Value: 0 Watts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343••ON343 0.4 % Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 .0.28a 0.223... QT71 GAf4., Annual Use: 447 kWhNr Peak Value: 165 Watts • • • • • • Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 "Q.§" 0.8 • • 10.8 •0.8' • • % Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0tl!95' • 0.93 • 0.9 4+%5. . Annual Use: 775 kWhNr Peak Value: 106 Watts • • • • • • • • Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 'a.i' 0.1, 0.1 'd.3". % Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 "a.i'; 0.1; , %1 Annual Use: 0 kWhNr Peak Value: 0 Watts " REFRIGERATORS • . . . . ...... ID Type Screen Location Quantity Vol FrZ. Vol Make •Model • SAedule kVtlf 4w'6r: 1 Default New Main 1 • • • MISC ELECTRICAL LOADS ID Type Screen Item Quantity Catagory Operating Location Schedule Off Standby 1 Misc Elec Simple Default 1 1 Main HERS201 1 4/6/2016 4:34 PM EnergyGauge® / USRCSB v4.0 Page 5 of 5 e • Air System Sizing Summary for AC#1 Project Name: 16-0310 Doukkali Residence 04/05/201E Prepared by: ARPE ENGINEERING, INC. 04:44PN Air System Information AirSystem Name------------------------------------------------------------AW Air System Type -- -------------------------------------- Single Zone CAV Sizing Calculation Information Calculation Months: ---------------------------------------------- AugtoAug Central Cooling Coil Sizing Data Number of zones: ........................................ . ....... ... .. .......1 Floor Area: ...........................................................2080.0 sqft Location: ------ ....................................Miami Shores, Florida Calculation method: ..............Transfer Function Method Total coil load----------------------------------------- ---------------------------------4.6 Tons Load occurs at: ----------------------------------------------------------- Aug 1600 Total coil load:..-..-------------------------------- -------55.4 MBH OA DB / WB:_-------------------------------------------------------------90.7/76.9 F Sensible coil load: ---------------------------------------------------------------- 43.3 MBH Entering DB / WB:----.---------- ---- -- .--........................75.4/63.4 F Coil airflow------------------------- --------------------_ --------1892 CFM Leaving DB / WB:------------------------------------------------- --- -54.3/53.2 F Sensibleheat ratio:--------------------------- -----------------------------0.781 Coil ADP: -------------------------------------- ........................................... 51.9 F Area per unit load------------------------------ ..........450.7 sgft/Ton Bypass Factor:--------------------------..................----------------------0.100 Load per unit area:..-----------------------------------------------------------26.6 BTU/(hr-sgft) Resulting RH:--------- .-._.................................................. -- ...... 52 % Design supply temp:.- -------------------- ----............................54.0 F Central Heating Coil Sizing Data Max coil load-- ------------------------------------.------------20.3 MBH Coil airflow: ............. -_ ----------------------------------1892 CFM Load per unit area------------------------------------- -------------- 9.8 BTU/(hr-sgft) Supply Fan Sizing Data Actual max airflow---------------------- ---------------------------------------1892 CFM Standard airflow------------------------------------------------------------- --1891 CFM Actual max airflow per unit area------------------------------------- 0.91 CFM/sqft Outdoor Ventilation Air Data Design airflow: ---------------_-- Airflow per unit floor area:.... Space Sizing Data ----------------- ------0 CFM .................0.00 CFM/sqft Load occurs at-------------------------------- ---------------------- - Des Htg Ent DB / Lvg DB:......_ ............................... . ....70.0180.0 F Fan motor BHP:_._ ................ ....... - ..........................0.28 BHP Fan motor kW:---------------------------------------------------------- 0.21 kW Fanstatic------------------------------------------------------------------------- --- -0.50 in wg Airflow per person: ......................................................... 0.00 CFM/person Space Name Maximum Design Time of Peak Maximum Space pa e Cooling Airflow Load Heating Floor '0"W Sensible CFM Load MBH Area • • • • • • MBH s Zone 1 1ST FL 42.9 1892 Aug1600 20.7 2080.0 • 91 •••• •••••• • • • U Block Load 4.15 System Input Data Project Name: 16-0310 Doukkali Residence 04/05/2016 Prepared by: ARPE ENGINEERING, INC. 04:45PM General Details: Air System Name-------------------------------- ---------------------------AC#1 Air System Type:....... Single Zone CAV Numberof zones-------------------------- ----------------------------- -................ 1 System Startup: . ................. . ..................................6 Duration of Operation--------------------------------------------- ---------------24 Central Cooling Coil Data: Used?----- --------------- . -- ---------.._.........................-- ---- . YES Supply Air Temperature: ........................................ ...54.0 F Coil Bypass Factor----------------------------------------------------- ------0.100 Central Heating Coil Data: Used?: ----------------------------------------------------------------------------- --...... YES Supply Temperature: .... ............ .. .................. . 110.0 F Supply Fan Data: Configuration: ... . . ........ .. ....................Draw-thru Fan Performance: ----------------------------------------------------------------- 0.50 in wg Ceiling Return Air Plenum Data: Return Air Via----- ----------------------------------------- Ducted Return Zones Included: Zone Names Zone 1 1ST FL Thermostats Data: Cooling T-stat: Occ:.. .. ......................................... .. .... 75.0 F Cooling T-stat: Unocc:.... ................................... ..--.85.0 F Heating T-stat: Occ:............................................ 70.0 F Heating T-stat: Unocc---------------------------------------- 60.0 F Safety Factors: Cooling Sensible Safety Factor: ..............0 % Cooling Latent Safety Factor-------------------------------------- ........... % Heating Safety Factor-------------------------------------------------------------0 % • Block Load 4.15 Page 1 of 1 Air System Sizing Summary for AC#2 Project Name: 16-0310 Doukkali Residence 04/06/201E Prepared by: ARPE ENGINEERING INC. 01:21PN I Air System Information Air System Name----- ---------------------------------- .....------- . -- AC#2 Air System Type: -------------------------- - ........... Single Zone CAV Sizing Calculation Information Number of zones--------------- -------------- ---------------- - ------------ -----1 Floor Area: ........................._.-_............. ............ ........1885.0 sqft Location: .................................. ......... Miami Shores, Florida Calculation Months: ---------------------------------------------- Aug to Aug Calculation method: ............... Transfer Function Method Central Cooling Coil Sizing Data Total coil load: ---------------------------------------------------------------- ---------3.7 Tons Load occurs at:..----- -------- ---- ------------------- ---------------Aug 1700 Total coil load------------------- ------------------------------------- ...............4.5 MBH OA DB / WB:----------------- ---------------------- -----------------------89.9176.7 F Sensible coil load: -------------------------------------------------------- _.......33.0 MBH Entering DB / WB:------------------------------------- ...------------ 75.4163.9 F Coil airflow:.----------------------------------------- -------------------------------1448 CFM Leaving DB / WB:------------------------------------------------------- 54.2/53.2 F Sensible heat ratio:.--------------------------------------------------- ---- 0.742 Coil ADP: ------- ---- ------------------ --------------------------------------51.9 F Area per unit load--------------------------------- - - ------------ ---508.1 sgft/Ton Bypass Factor:.................................... -- .......... ........ 0.100 Load per unit area---------------------------- ------ ------------- ----23.6 BTU/(hr-sgft) Resulting RH:.......................................... ................................. .54 % Design supply temp:_....... --._....... .............. .............54.0 F Central Heating Coil Sizing Data Max coil load: ------------------------------------ Coil airflow:.... ---------------- ------ ------- Load per unit area: -------------------------- Supply Fan Sizing Data Actual max airflow: ...................... ......... -. Standard airflow: ........................ Actual max airflow per unit area:.......... _14.0 MBH 1448 CFM 7.4 BTU/(hr-sgft) .1448 CFM 1447 CFM ..0.77 CFM/sqft Outdoor Ventilation Air Data Designairflow-----------------------------------------------------------------------------0 CFM Airflow per unit floor area: .................................................0.00 CFM/sqft Space Sizing Data Load occurs at: .............................. - ............. ..... Des Htg Ent DB / Lvg DB:... ................................................. 70.0179.0 F Fan motor BHP------ ---------------------------------------------- ---------------0.21 BHP Fan motor kW:----- ---- _._---------------- ----------------------------------0.16 kW Fanstatic----------------------------------------------- ------------------------------ 0.50 in wg Airflow per person--------------------------------------------- 0.00 CFM/person • Space Name Maximum Design Time of Peak Maximum Space pa e Cooling Airflow Load Heating Floor E:FM."ft Sensible CFM Load MBH Area • • • • • • MBH Zone 2 2ND FI 32.8 1448 Aug1600 14.2 1885.0 • O.N •••• •••••• • • • •••• •••••• • • \1 Block Load 4.15 Page 1 of 1 System Input Data Project Name: 16-0310 Doukkali Residence 04/06/201E Prepared by: ARPE ENGINEERING, INC. 01:24PIV General Details: Air System Name-------------------------------------------------- --------- AC#2 Air System Type: --------------- ....................... Single Zone CAV Number of zones: .. ......................... .. .. . ...............1 System Startup:-- --- _................... .. .. ...............6 Duration of Operation: ----------------- ---- ------------------ ----------------- 24 Central Cooling Coil Data: Used?: .................... . . ................... - .YES Supply Air Temperature: ------- ----- .-------------------------------------- 54.0 F Coil Bypass Factor-------------- ---------------------------------- --------0.100 Central Heating Coil Data: Used?:_ ............._------- ---- --- -........................ . ....YES Supply Temperature----------------------------------------------- -------110.0 F Supply Fan Data: Configuration: ------------------------------------------------------------ D raw-thru Fan Performance:--- ------- ------------- ------- 0.50 in wg Ceiling Return Air Plenum Data: Return Air Via: ................................................. Ducted Return Zones Included: Zone Names Zone 2 2ND FI Thermostats Data: Cooling T-stat: Occ:................... Cooling T-stat: Unocc:.............. Heating T-stat: Occ:................. Heating T-stat: Unocc:.... .... .... Safety Factors: Cooling Sensible Safety Factor: Cooling Latent Safety Factor:..... Heating Safety Factor: ------------------ --------------------------------- 75.0 F --------------------------------$5.0 F --------------------------------- F ----------------------- -......... 60.0 F 010 ----------------- ---------------0 ------------------ ................ % ------------------------ - -0 % • • •••• •••••• •••••• •• • •••••• • •••• • ••••• •••••• • •• ••••• •• •• •••• •••••• • • • • • •••••• Block Load 4.15 Page 1 of 1 Air System Sizing Summary for AC#3 Project Name: 16-0310 Doukkali Residence 04/06/2016 Prepared by: ARPE ENGINEERING, INC. 01:01PM Air System Information Air System Name-------------------------------------------------------------- AC#3 Air System Type:......... Single Zone CAV Sizing Calculation Information Calculation Months: -------------- ...... Central Cooling Coil Sizing Data Total coil load: ----------------------------------- Total coil load: ----------------------------------- Sensible coil load: ---------------------------- Coil airflow- ------------------------- - ---- Sensible heat ratio: -------------------- Area per unit load .................... Load per unit area: ................... ...... Central Heating Coil Sizing Data Max coil load: ------------------------------------ Coil airflow: ................................ Load per unit area: .......... ............... Supply Fan Sizing Data Actual max airflow:.... Standard airflow: .............. ----------- - Actual max airflow per unit area ...Aug to Aug Number of zones------------------ ------------ ------ ----------------1 Floor Area: ---------- --------- ------------------------------ ----- --- .. 480.0 sqft Location------------- Miami Shores, Florida Calculation method: ............... Transfer Function Method - -------------------- 1.2 Tons Load occurs at: ................ .................---........-- . --_Aug 1400 --------------------14.1 MBH OA DB / WB:........... - ......_.._..... -- -----..._.. .90.7/76.9 F ...........................10.7 MBH Entering DB / WB:------------------------------------------------------ 75.5163.8 F .............. . . .. 472 CFM Leaving DB / WB:------------------------------------------------------- 54.4153.4 F ................ . _ 0.759 Coil ADP: -- .._.........-- ...........----------- -- .......................52.1 F ----------------------407.7 sgft/Ton Bypass Factor: ................................... ............... ---- .0.100 ---------------------------29.4 BTU/(hr-sgft) Resulting RH:....... _-- -- . ------------. -- 53 % Design supply temp: ------------------------------------------------------------ 54.0 F ...5.9 MBH 472 CFM .12.4 BTU/(hr-sgft) ......... 472 CFM .......... 472 CFM ....... 0.98 CFM/sqft Outdoor Ventilation Air Data Design airflow: .......................--- ---._................... ...... ..0 CFM Airflow per unit floor area: -------------------------------------------------- 0.00 CFM/sqft Space Sizing Data Load occurs at:. ... ................. ................... -- Des Htg Ent DB / Lvg DB:---- -- .._---------------------------69.7/81.4 F Fan motor BHP: Fan motor kW:... Fan static:------------ Airflowper person: -------------- • BHP kW in wg .........................0.00 CFM/person Space Name ...5.9 MBH 472 CFM .12.4 BTU/(hr-sgft) ......... 472 CFM .......... 472 CFM ....... 0.98 CFM/sqft Outdoor Ventilation Air Data Design airflow: .......................--- ---._................... ...... ..0 CFM Airflow per unit floor area: -------------------------------------------------- 0.00 CFM/sqft Space Sizing Data Load occurs at:. ... ................. ................... -- Des Htg Ent DB / Lvg DB:---- -- .._---------------------------69.7/81.4 F Fan motor BHP: Fan motor kW:... Fan static:------------ Airflowper person: -------------- • BHP kW in wg .........................0.00 CFM/person Space Name Maximum Design Time of Peak Maximum Space • Spae'e Cooling Airflow Load Heating Floor <~sgft Sensible CFM Load MBH Area • • • ; • • MBH s Zone 3 1 ST FL 10.7 472 Aug1500 6.3 480.0 • 0.96 •••• •••••• • •• • • • •• ••••• •••• •••••• • • Block Load 4.15 Page 1 of 1 System Input Data Project Name: 16-0310 Doukkali Residence 04/06/201E Prepared by: ARPE ENGINEERING, INC. 01:03PU General Details: Air System Name-------------------------------------------------------------AC#3 Air System Type: --------------------- --------- ------- Single Zone CAV Number of zones: .. .. ..........................- ------------ ......... SystemStartup: ----------------- ................................................... 6 Duration of Operation: ---------------------------------------------------------- -24 Central Cooling Coil Data: Used?: ......... .. .. . .. .............................. ................. YES Supply Air Temperature: .................................................... 54.0 F Coil Bypass Factor-----------------------------------------------------------0.100 Central Heating Coil Data: Used?------------------------------------------------------------------- YES Supply Temperature------------- ------------ ----------------------------- 110.0 F Supply Fan Data: Configuration: ------------- ............................Draw-thru Fan Performance:--....................... --- --------------------------------- 0.50 in wg Ceiling Return Air Plenum Data: Return Air Via: ------------------------------------------ -------Ducted Return Zones Included: Zone Names Zone 3 1ST FL Thermostats Data: Cooling T-stat: Occ:............................................ .. . 75.0 F Cooling T-stat: Unocc:......................... .. .......... .85.0 F Heating T-stat: Occ:........................... .. ........... .. .70.0 F Heating T-stat: Unocc------------- -- -------------------------------------60.0 F Safety Factors: Cooling Sensible Safety Factor: ............................................ 0 % Cooling Latent Safety Factor: ......................................... 0 % Heating Safety Factor: ......................... .. ....................0 % •••e•• e• a ••e•e• • sees•• • • • sees•• sees • . • • sees•• sees . sees• •• •• sees •••••• • •••see • • • . • • •see•• sees•• • • • • • •e . sees•• e• • sees • • Block Load 4.15 Page 1 of 1 Air System Sizing Summary for AC#3 Project Name: 16-0310 Doukkali Residence 04/06/201E Prepared by: ARPE ENGINEERING, INC. 01:01 PM Air System Information Air System Name: .......................-- -- . .. - -- ............ AC#3 Air System Type------------------------ Single Zone CAV Sizing Calculation Information Calculation Months: ---------------------------------------------- Aug to Aug Central Cooling Coil Sizing Data Total coil load: -------------------------------------------------------------------------- 1.2 Tons Total coil load: ............................. ..............14.1 MBH Sensible coil load:..------------------------------10.7 MBH Coil airflow:--.-------- ----------------------------------- 472 CFM Sensible heat ratio----------------------------------------------------- ----- 0.759 Area per unit load------------------------------------------------------ ......407.7 sgft/Ton Load per unit area-----------------......--------------------------29.4 BTU/(hr-sgft) Central Heating Coil Sizing Data Maxcoil load-------------------------------------------------------------- --- 5.9 MBH Coil airflow------------ ------ ....................... ... -- -.............472 CFM Load per unit area:_..................._.....--......--......._................12.4 BTU/(hr-sgft) Supply Fan Sizing Data Actual max airflow----------------- ---------------------------------- 472 CFM Standard airflow:.-.-- ---._----- -------------- ----------------------------------- 472 CFM Actual max airflow per unit area: .......... ......................... 0.98 CFM/sqft Outdoor Ventilation Air Data Design airflow:....... Airflow per unit floor area:..... Space Sizing Data ...------------------------ 0 CFM -------------------- CFM/sqft Number of zones:---------------------------------------------1 Floor Area-- --- ---- --- ---- --- -- ----------------------480.0 sqft Location:..... Miami Shores, Florida Calculation method: .............Transfer Function Method Load occurs at-------------- ---- Aug 1400 OA DB / WB:.------. ----------------- ----------- ------90.7/76.9 F Entering DB / WB------------------------- --- ----- --- ---------75.5/63.8 F Leaving DB / WB:..................................... ............ 54.4/53.4 F Coil ADP: ............._.........._ ---.........._... - -- 52.1 F Bypass Factor: -------------------- 0.100 ResultingRH--------- ---------------- _.... -- ............---- ....... 53 % Design supply temp: ......................... ....................------54.0 F Load occurs at: .................................... Ent DB / Lvg DB--------------- ........ Fan motor BHP:.. Fan motor kW:..-.. Fan static: .............. Airflow per person:.. ......--.. Des Htg 69.7181.4 F ----------- ------- -0.07 BHP ------------------0.05 kW ------------------ 0.50 in wg ....................0.00 CFM/person Space Name Maximum Design Time of Peak Maximum Space • 6paee Cooling Airflow Load Heating Floor 40F1uYsgtt Sensible CFM Load MBH Area MBH s Zone 3 1ST FL 10.7 472 Aug1500 6.3 480.0 • 0.96 U Block Load 4.15 Page 1 of 1 r System Input Data Project Name: 16-0310 Doukkali Residence 04/06/2016 Prepared by: ARPE ENGINEERING, INC. 01:03PM General Datails: Air System Name: ..................._... AC#3 Air System Type: ................ -------------------- Single Zone CAV Number of zones: -----------------.... 1 System Startup:----------------------------------------------------- 6 Duration of Operation: ------------------------------------------------------------ 24 Central Cooling Coil Data: Used?--------------------------------------------------------------------------------------- YES Supply Air Temperature: --------------------------------- ------------------- 54.0 F Coil Bypass Factor------------------- ----------------- 0.100 Central Heating Coil Data: Used?: ........ ------------------ ..._. YES Supply Temperature: ------------------ ----- ----..---._. 110.0 F Supply Fan Data: Configuration- ----------------------------------------------- ------Draw-thru Fan Performance: ................ .----------------------------------------------- 0.50 in wg Ceiling Return Air Plenum Data: Return Air Via: ------------------------------------------------- Ducted Return Zones Included: Zone Names Zone 3 1ST FL Thermostats Data: Cooling T-stat: Occ:................... Cooling T-stat: Unocc:.............. Heating T-stat: Occ:.................. Heating T-stat: Unocc---------- ---- Safety Factors: Cooling Sensible Safety Factor: Cooling Latent Safety Factor:..... Heating Safety Factor: --------------- -- .......... ...75.0 F ----------------------85.0 F 70.0 F ---------------------60.0 F -------------------------0 % --------------------------0 % ------------------------0 % • • •••• •••••• •••••• •• • •••••• • • • •••••• ••••• •••••• • •• ••••• Block Load 4.15 Page 1 of 1 Cam' Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants SUBSURFACE EXPLORATION REPORT PROPOSED ADDITIONS 9400 NORTH BAYSHORE DRIVE MIAMI SHORES, FL FILE NO. 14-2568 MAY 28, 2014 OFFICES Orlando, 8008 S. Orange Avenue, Orlando, Florida 32809, Phone (407) 955-3860 Bartow, 1525 Centennial Drive, Bartow, Florida 33830, Phone (863) 533-0858 Cocoa, 1300 N. Cocoa Blvd., Cocoa, Florida 32922, Phone (321) 632-2503 Fort Myers, 9970 Bavaria Road, Fort Myers, Florida 33913, Phone (941) 768-6600 Miami, 2609 W. 841h Street, Hialeah, Florida 33016, Phone (305) 825-2683 Port Charlotte, 740 Tamiami Trail, Unit 3, Port Charlotte, Florida 33954, Phone (941) 624-3393 Port St. Lucie, 460 Concourse Place NW, Unit I, Port St. Lucie, Florida 34986, Phone (772) 878-0072 Sarasota, 78 Sarasota Center Blvd, Sarasota, Florida 34240, Phone (941) 922-3526 Tallahassee, 3175 W. Tharpe Street, Tallahassee, Florida 32303, Phone (850) 576-6131 Tampa, 3925 Coconut Palm Drive, Suite 115, Tampa, Florida 33619, Phone (813) 620-3389 Nest Palm Beach, 2200 N Florida Mango Road, Suite 101, West Palm Beach, Florida 33409. Phone (561) 687-8200 MEMBERS: A.S.F.E. American Concrete Institute American Society for Testing and Materials Florida Institute of Consulting Engineers . . .... ...... ...... .. . ...... .... . ..... ...... . .. ..... .. .. .... ...... . . . . ...... = Ll Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants May 28, 2014 File No.: 14-2568 Mr. Amine Doukkali 9400 North Bayshore Drive Miami Shores, FL 33138 RE: SUBSURFACE EXPLORATION REPORT PROPOSED ADDITIONS 9400 NORTH BAYSHORE DRIVE MIAMI SHORES, FL As requested and authorized by you, Ardaman & Associates, Inc. has completed a shallow subsurface soil exploration at the project site described in our proposed dated April 2, 2014. The work was requested and authorized by Mr. Amine Doukkali. The purposes of performing this exploration were to evaluate the general subsurface conditions within the proposed additions and to provide recommendations for site preparation and foundation support. Our work included Standard Penetration Test (SPT) boring and engineering analyses. This report describes our explorations and tests, reports their findings, and summarizes our conclusions and recommendations. SITE LOCATION AND SITE DESCRIPTION The site for the proposed additions is located at 9400 North Bayshore Dr, Miami Shores, Florida (Section 5, Township 53 S, Range 42 E). A site vicinity map provideA by Google Earth Pro 2013 is presented as our Figure 1. The site is curreAtlyo;cupi ,,�; a • • • two story residence. •••�•• •. • _t . a VV ,d S-oet• H a e'in Florida Ku'o Phcr e 306 .''S-2e.',3 FAX ?: • '125.2f_r6: • % •: • s.:."7. A,exardria. ba'cr RZ ie V,-nrr^ h-., Orleans. S revroort • • • • •••••• !- r Ja.:�artc:, Crcca Fo , Myers 'V'•arr• O ar i =o^. St L Saras:'a. Ti's+ e Ta^ G,:a VJ�'a ,r i:.acFi • May 28, 2014 File No.: 14-2568 2 PROPOSED CONSTRUCTION AND GRADING It is our understanding that the proposed new addition will be attached to the north and south sections of the existing residence. Based on our exploration and studies, we conclude that the proposed structure should be founded on pile type foundation. We do not recommend supporting the proposed structure on conventional spread foundation or shallow footings due to the layer of silt and organic soils encountered underlying this site. FIELD EXPLORATION PROGRAM SPT Borings The field exploration program consisted of performing two (2) Standard Penetration Test (SPT) borings. The SPT borings were performed at the locations shown in our Boring Location Plan. The borings were advanced to a depth of 15 to 30 feet below the ground surface using the methodology outlined in ASTM D-1586. A summary of this field procedure is included in the Appendix. Split -spoon soil samples recovered during performance of the borings were visually classified in the field and representative portions of the samples were transported to our laboratory in sealed sample jars for further classification and laboratory testing. The groundwater level at the boring location was measured upon complet+o� of drTiltiM ...... ... ...... •••••• • • •••••• •••• • ••••• • •••••• • •• ••••• •• •• •••• •••••• • Ardam3n & Associates, Inc. • • • • • • • • • • • • May 28, 2014 File No.: 14-2568 3 LABORATORY TESTING PROGRAM Representative soil samples obtained during our field sampling operation were packaged and transferred to our laboratory for further visual examination and classification. The resulting soil descriptions are shown on the soil boring profiles presented in the Appendix. GENERAL SUBSURFACE CONDITIONS General Soil Profile The results of the field exploration and laboratory testing programs are graphically summarized on the soil boring profiles presented in the Appendix. The stratification of the boring profiles represents our interpretation of the field boring logs and the results of laboratory examinations of the recovered samples. The stratification lines represent the approximate boundary between soil types. The actual transitions may be more gradual than implied. . . .... ...... ...... ... ...... .... . ..... ...... . .. ..... .... .... ...... Ardarran & Associates, Inc. .... . May 28, 2014 File No.: 14-2568 The results of our test borings indicate the following general soil profile: Depth Below Ground Surface Description (feet) 0 — 1.5 Fill, sand, loose, fine grained with small shell fragments 1.5 — 4 Sand, finegrained 4-9 Silt, very soft 9 — 10 Muck, soft silty organics •;; 10 — 18.5 Limestone •••••• '•. 18.5 -25 Limestone, poorly cemented •.•.�• �.. 25 — 30 Sand, medium dense, fine grair►e A"ith limestone fragments11 : .. ILI The above soil profile is outlined in general terms only. Please refer to the boring logs for soil profile details. GROUNDWATER CONDITIONS Our drillers observed groundwater in the boreholes at depths of 2.5 feet below the ground surface, as noted on the attached boring log. Fluctuations in groundwater level on this site should be anticipated throughout the year due to a variety of factors, the most important of which is tidal fluctuations. Groundwater levels somewhat above the present levels should be expected after periods of heavy rains. We understand that water level conditions will be controlled by tidal cycles on the bay. 10 Ardatrian &Associates, Inc. May 28, 2014 File No.: 14-2568 5 DISCUSSION AND RECOMMENDATIONS GENERAL The recommendations given here are made as a guide for the design engineer and/or architect, parts of which should be incorporated into the project's specifications. Based on the findings of our site exploration, our evaluation of subsurface conditions, and judgment based on our experience with similar projects, we conclude that the soils underlying this site are not satisfactory to support the proposed structure on .00 conventional spread foundations. In our opinion, pile type foundations should be btred "•::• to support the proposed addition. Our recommendations for small di,1dVt"br piIC8 are ••••�• presented below. .... ...... .... . ..... ...... . .. ..... Limited access conditions indicate that small diameter piles may be used t supp;M!he �•�,�� proposed additions. . . . . ...... ...... Floor Slab Slab on grade is not recommended for this project due to potential differential settlements and slab cracking. We recommend a structural slab. Grouted Micropiles Micropile foundation solution may be selected considering the limited access of the sections of the existing residence that will be connected to the proposed additions. Micropiles may be installed in low head room conditions. Ardarnn &Associates, Inc. May 28, 2014 File No.: 14-2568 6 Wind design loads characteristics of South Florida as well as poor soil conditions often require deep foundations to provide required compression, tension and lateral loads. Grouted Micropiles may be used to provide the required uplift and lateral forces transferring those loads to the underlying soils as well as providing vertical compression capacity. During the past 60 years, permanent ground anchors and micropiles have been extensively used to provide vertical and lateral support for structures. The rapid acceptance and growing use of grouted micropiles can be attributed mainly to easy access for the small rigs and to significant technical advantages resulting in substantial cost savings and reduced construction periods. Micropiles 8 inch in diameter may be used for this project. Micropires.N11 regGtrL 'a •••••- central reinforcing rebar. The reinforcing steel normally # 7 or #8 rebar• Vi1N be grun t4d .... • • .. • • • . • through the full pile length and should extend into the foundation to proms -the r�gViCgd .... ..... structural anchorage. Details of reinforcement embedment into the-;;** s;gl�•be ••:..' .... .... ...0.. provided by the Structural Engineer. ; • •; •; . • • • • . • • .. :6090: Design axial capacities for micropile supported in the near surface limestone rayer:is ' presented below. Larger capacities may be determined performing load tests. Grouted Minipiles Allowable Capacity T = Tension C = Compression Length Axial Capacity N (tons) 8 inch diameter 16 4 (T) 12 (C) Ardam n & Associates, Inc. May 28, 2014 File No.: 14-2568 7 The proposed capacity considers the potential for buckling of the small diameter micropile. The buckling analysis was performed considering that 11 feet of embedment into the silt and organic silt and a modulus of subgrade reaction constant (nh) of 1 lbs./in3. We also considered the grout compressive strength to be a minimum of 3000 psi at 28 days. The analysis was performed in accordance with the method defined by Davisson in 1963 for piles embedded in soils. The pile was considered free in the upper part and pinned in the embedment into the limestone. Buckling capacity of 40 kips or more was found in the analysis. Based on the results of the analysis, we considered appropriate the allowable capacity recommended above. Micropile installations shall be inspected by Foundation Engineer to: ensure thMethe ••••;• appropriate length is reached. The amount of grout used to form eacheoafit;ropileshAll •••0% • be larger than 1.2 times the theoretical pile volume. At least this calculate .volurpp•ll•to .... . ..... be pumped per foot of micropile as the drill rod is retrieved. MicropApsVhall;no#•be •.:..' . .. with d •••• ...... installed within 5 diameters, center to center on a micropile constimeiein. the .' . . . ...... previous 8 hours. • • :"". ' .. ...... .. Vertical and horizontal anchor capacity may be obtained defining horizontal and vertical components of the axial capacity. Micropile with inclination of 6:1 (vertical to horizontal) is common. Pin Pile Pin pile foundations may be selected based on limited access to some of proposed addition areas. Based on the findings of our site exploration, our evaluation of subsurface conditions and judgment based on our experience with similar projects, we recommend four inch diameter pin piles driven to a depth of 15 feet below grade. A minimum penetration of 13 feet below grade will be required to accept a completed pin lllll� TM Ardaman & Associates, Inc. May 28, 2014 File No.: 14-2568 8 pile. Pre drilling through the surficial fill will be required if practical refusal is found at a higher elevation. Pin piles driven to the recommended depth should be able to support loads up to 3 tons given the soil condition of this site. Pin pile capacities greater than our recommended capacity may be established by performing a load test. Due to the short embedment length available at the site, no uplift capacity would be derive from pin pile installation at this site. Pin pile installation shall be monitored by a foundation Engineer representative. Helical Piles Helical piles may be selected as the preferred foundation alternatise..'Nelicah'pores ••••;• derive their allowable capacity from the development of ultimate capfto* '0 indiVicltial ••••:• helix areas. Multiple helix (1 to 3) may be used by the manufacturers•of•the jy§t��n. .... . ..... For this particular case, we will consider only the capacity of the leEeging helix sim, a ••:..' .... .... ...... penetration of the leading helix inside the limestone layer is not exprot�d; to be more .' than 5 feet. Failure surface is expected to reach from 2 feet below the helix to ilfdQf 6 ...... to 8 feet above the helix. A helical installed to 16 feet below existing grade, this iS iftn • the limestone layer, will develop an allowable capacity in compression of 16 kips and 5 kips in tension. Lateral capacity of a small diameter shaft is very small when the pile is installed vertically. If lateral capacity is required it should be derived as the horizontal component of a battered pile installed at the same depth recommended above. Helical pile installation shall be monitored by the Geotechnical Engineer. Arclarrm & Associates, Inc. May 28, 2014 File No.: 14-2568 CLOSURE p This report has been prepared in accordance with generally accepted local foundation engineering practice. The recommendations submitted herein are based on the data obtained from the soil borings presented in the Appendix and the assumed loading conditions previously described. This report may not account for all the possible variations that may exist between conditions observed in the borings and conditions at locations that were not explored. The nature and extent of the variations between the borings may not become evident until during construction. If variations are then observed, we recommdnd.ihat Ardatnan •••••• & Associates, Inc be requested to inspect the actual site conditions and,* ritcessary•re- ••••�• evaluate the recommendations presented in this report. .. .... .... In the event any changes occur in the design, nature, or location:04:4he proposed ...... .' • structure, we should review the applicability of conclusions and recom.nendationr"this ....:. report. We also recommend a general review of final design and specifications lly Our • • office to make sure that earthwork and foundation recommendations are properly interpreted and implemented in the design specifications. We are pleased to be of assistance to you on this phase of your project. When we may be of further service to you or should you have any questions, please contact us. Very truly yours, ARDAMAN & ASSOCIATES, INC. FL Certificate No.: 0005950 #Ro�Evrta, h. D., P.E., G.E. Evelio Horta, J.R., M.S.C.E. Senior Project Engineer Staff Engineer FL Reg. No. 46625 NOW W Ardarrm & Associates, Inc. SITE PLAN and BORING LOGS . . .... ...... • • f • •••R•• 000 • • • • •••••• R• • Gd•��` 9t 5 r^ , Ni, 98th `t r�� (- P s 10 'tiE 9/th St NE 96th St is. r NE 96th St f NE �i5th St z NI:g5tn atrn 6 ,o m ,yF NE 9 St` St NE 94th St a g_ ! S N.T.S. A g 7 •4E 93ra St Z , u< f %L `l7nd It m r t z cl 91tt Terra6e 0 NE 91 tt St z st C3 s NE 6911h st Z Isu ...---- 5t �� N"r 88ttt 5t p NI. Yt,th St NIL ath',t .., SITE �" T r:E 8i tfi St, y, NE 87th St Q. 'S.-m R ? -- :' NE Obth St s.: rJ U01 St CR A U St 0 85t'St tiE BSin St Aelican 0) S; ut 84t1 St r Islai7nd 4tC m ca 4,. Q�r 8 i+d Sx Eloquence ►.. Slandr Q. NE t1E 53rd �t rn _ On the Bay r NE 83,d St rtE 82++d Tcir,ace — A L NE 82nd St > /V .�_ v - �c 3 %t. 81 St St 0 "�; _ "t 1 Noh CD y o eo NE tZlh S�' •• ••• Or •?1E :: �• - NE 79th St O, Vol L - St 934t ,(t2ILS; 93d NE 79th St .';'; ••• --- _—.. ;9'h Stpy NE 79th 81 �� 1 .. .. l" (} r1i 78th St, -_.. h � t PetrceR 14orth 68 Y Motel6lu r : : ;. ... • ;letbcoftm Island t ,. ,,`` %L 7 tti ,t w . • . • . • . • . . • �- Ardaman & Associates Inc. SUBSURFACE EXPLORATION SITE VICINITY MAP File No.: 14-2568 Geotechnical, Environmentaf and PROPOSED ADDITIONS DRIVE, . . 9400 NORTH BDADE ... • . Prepared By: EHJr OWN Materials Consultants COUNTY, ORI;SFi�RES: :• MIAMI DADE COUNTY, FLORIQA • • • : : Figure No 1. Date: 05/29/14 • • • • • rrrrrn a_ � R �-,".LL . mve 9 Fj- $5, �' i �r'� r�•jri.yjE d to 4 �,, y' .!, ' �l:i a' _ ■ .', R�+1 i 0,' PARKWAY 81AVMLF 20 ASPHALT FAVEWINr N. E. '94th STREET SUBSURFACE EXPLORATION File No.: 14-2568 Ardaman & Associates Inc. PROPOSED ADDITIONS BORING LOCATION PLAN Geotechnical, Environmentaf and 9400 NORTH BAYSHORE DRIVE, Prepared By: EH.Jr Materials Consultants MIAMI SHORES MIAMI DADE COUNTY, FLORIDA Figure No. 2 Date: 05/29/2014 APPENDIX STANDARD PENETRATION TEST BORING LOGS Our borings describe subsurface conditions only at the locations drilled and at the time drilled. They provide no information about subsurface conditions below the bottom of the boreholes. At locations not explored, surface conditions that differ from those observed in the borings may exist and should be anticipated. The information reported on our boring logs is based on our drillers' logs and on visual examination in our laboratory of disturbed soil samples recovered from the borings. The distinction shown on the logs between soil types is approximate only. The actual transition from one soil to another may be gradual and indistinct. The groundwater depth shown on our boring logs is the water level t4e.dritler oh*w*er.*ved in the borehole when it was drilled. These water levels may have beerrinVuencea-by-the drilling procedures, especially in borings made by rotary drilling withWhIbnitic drilling mud. An accurate determination of groundwater level required long-t&jv:;bser4M6;Y of suitable monitoring wells. Fluctuations in groundwater levels thrmmhput *q-ygar should be anticipated. The absence of a groundwater level on certain logs indicates that no groundwatet1data is available. It does not mean that no groundwater will be encounter at thq-boring location. -- BMW M Ardarrm & Associates, Inc. STANDARD PENETRATION TEST BORINGS The Standard Penetration Test is a widely accepted method of testing foundation soils in place. The N-Value obtained from the test has been correlated empirically with various soil properties. These empirical correlations allow satisfactory estimates to be made of how the soil is likely to behave when subjected to foundation loads. Tests are usually performed in the boreholes at intervals of five feet. In addition, our Firm performs tests continuously in the interval directly below the expected foundation bearing grade where the soils will be most highly stressed. Boreholes where Standard Penetration Tests will be performed are drilled with a truck - mounted CME 45A drill rig. The boreholes are advanced by rotary drilling with a winged bit that makes a hole about three inches in diameter. A bentonitic drilling mud is recirculated in order to remove the cuttings and support the walls of the borehole. The drag bit is specially modified to direct the mud upward and reduced disturbance of the soil ahead of the bit. Occasionally, running or squeezing ground is encountered that cannot be stabilized by the drilling mud alone. In addition, drilling mud may be lost into the soil or rock strata that are unusually pervious. In such cases, flush -coupled steel casing with an outside diameter of about 3.5 inches is driven as a liner for the borehole. After the borehole has been advanced to the depth where a Standara.Qertetrati46'test will be performed, the soil sampler used to run the test is attached to tpe•awd of4Jedrill rods and lowered to the bottom of the borehole. The testing procedLW!Med confbrms closely to the methods recommended in ASTM D-1586. The sampler*AW "d has;trsplit- barrel 24 inches long and an outside diameter of 2.0 inches. It is driven -into the -ground below the bottom of the borehole using a hammer that weighs 140 pBGrfds and fc4M§ 30 inches. The driller records the number of hammer blows need to adparrcg the $ar wler the second and third six-inch increments constitutes the test result; trat•is., theWIMue at the depth. The test is completed after the sampler has been driven Not fnore.fHdh.24 inches or when refusal is encountered, whichever occurs first. Refusal occurs e50 hammer blows advance the sampler six inches or less. After the test is completed, the sampler is removed from the borehole and opened. The driller examined and classified the soil recovered by the sampler. He places representative soil specimens from each test in closed glass jars and takes them to our laboratory. In the laboratory, additional evaluations and tests are performed, if needed. The driller's classifications may be adjusted, if necessary, to conform more closely to the United Soil Classification systems, ASTM D-2487. Jar samples are retrained in our laboratory for sixty days, then discarded unless our clients request otherwise. After completion of a test boring, the water level in the borehole is recorded. Ardarrm & Associates, Inc. M Ardaman & Associates, Inc. STANDARD PENETRATION TEST BORING LOG BORING 1 PROJECT: 9400 North Bayshore Drive FILE No.: 1 13-14-48-2568 Miami, FL BORING LOCATION: SEE PLAN DRILL CREW: EG/RM WATER OBSERVED AT DEPTH 2.58' DATE DRILLED: 5/21/14 DEPTH SYMBOLS SAMPLE N N VALUE SOIL DESCRIPTION (FEET) FIELD TEST DATA No. VALUE77 0 --- - ---- - --- -- --- -•-- -.-..••.......... •...-...........- FILL, sand, loose, fine grained, with sitall shell fragments, pale brown ; 4/6 2/6 0/6 0/6 SILT, very soft, slightly sand}, grey 2 0/6 0 5 0/6 0/6 0/6 1 1/6 1/6 0/6 1 ; I/6 ................. �1UCK, cry soft, silty organics. black 3 ........ 2/6 ..... SAND, very loose with traces of organics, grey, 4 • ; ,a6 -••••••.............•--...--------•••••----------•--•••...•••••-•• • • • 4 • i •i• : i i •:• i • } 24/6 LIMESTONE. oolite, gre> 5 ' • •! . .; . . 16/6 •• • • • 25 •; ; • • i •:• • 9/6 • • • • : i •i• 15 5/6 • • • •; i i i ; �i• i 5/6 •---•....................•-------------------•-••••-•••••--••••-•• •• •12 ii ;•, 7/6 • 20 1 2/6 4/6 LIMESTONE, oolite, poorly cemented, pale brown 6 8 i I 4/6 7/6 SAND, medium dense, eery fine grained, with limestone cemented 7 - 9/6 + fragments, green 18 30 9/6 NOTES: Boring advanced from 0 to 2 feet by using hand auger equipment. FIELD TEST DATA ARE "BLOWS'T'INCHES DRIVEN" 140-LB HAMMER, 30-INCH FALL. (ASTNI D-1586) ARDAMAN & ASSOCIATES, INC. . Araaman &Associates, Inc. STANDARD PENETRATION TEST BORING LOG BORING 2 PROJECT: 9400 North Bayshore Drive FILE No.: 1 13-14-48-2568 Miami. FL BORING LOCATION: SEE PLAN DRILL CREW: EG/RM WATER OBSERVED AT DEPTH 2.42' DATE DRILLED: 5/21 / 14 DEPTH SYMBOLS SAMPLE N N VALUE SOIL DESCRIPTION (FEET) FIELD TEST DATA No. VALUE 0 -- 416 U .... TOPSOIL ...... ......... ..... . ................... black PP:.............................................................. I l 5/6 FILL, sand, fine grained, with few rock fragments 1_2 i 7/6 ..............•---------•-•---•----•-••-••----.................... 6/6 SAND, fine grained, pale brown 2 5/6 7 2/6 ................ SAND, Fine grained. with shell fragments 3 ....... 0/6 ...... SILT, very soft, grey 4 5 0/6 0 0/6 0/6 1/6 0/6 I/6 -•----------•------------------------ MUCK, eery soft silty organics, black 5 ' 1/6 3 2/6 '•'t 10 •-•----•......................................................•.... 4/6 SAND. loose, fine grained, ere dark f�i ; i i• i «• 2/6 ................. • • • 4 • 2/6 •• • ••' ;• 12/6 LIMISTON6, oolite, grey • • • • r•. y i «• 15/6 ••• •• 259/6 i ;•; 15 9/6 16 « L• i•i«• 7/6 ••• •• i •: 20 r.•: i •: 25 30 NOTES: Boring advanced from 0 to 0.5 feet by using hand auger equipment. FIELD TEST DATA ARE "BLONi'S"/"INCHES DRIVEN" 140-LB HAbIMER, 30-INCH FALL. (ASTM D-1586) ARDAMAN & ASSOCIATES. INC. PILES CAPACITY . . .... ...... • •..•.• • • w• . sees • • see • . Proposed Additions 9400 North Bayshore Dr, Miami Shores, FL Engineer: A&A Boring No: B-1 File No: 142568 Auger Size: 8" PILE CAPACITY 30 v L a+ O. G! � G -5 0 5 30. •;• .15 ';• ••.20. 25 30 35 40 45 •; • •C/tPgelTl(lTQNS) i � � I � I 2 f I � I I • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 93 The lower the EnergyPerformance Index, the more efficient the home. 9400 North Bayshore Dr, Miami Shores, FL, 33180 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Sgl, U=0.95 SHGC: SHGC=0.29 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: Existing (Projecte Single-family 1 5 No 4612 Area 1019.60 ft2 ft2 ft2 ft2 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=19.0 c. N/A R= certify that this home Oas complied with 1 Construction through tfle above energy sE in this home before fin I inspection. Othe as o on installed Code compliant featurt -tilde Signature: \ /J / Address of New Home: 3.744 ft. 0.290 Area 2661.00 ft2 1951.00 ft2 ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.2 3740.00 ft2 b. Concrete Block - Int Insul, Adjacent R=4.2 324.00 ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation* Area a. Roof Deck (Unvented) ; �' R=30.0 • -Ml .00 ft210:.0 b. N/A .. •R= . ••• ft2c. N/A ••••••R= ••i ft211. Ducts •.•..• . R ft2a. Sup: Attic, Ret: Attic, AH: 1 st Flpar, • •0 *6 100b. Sup: Attic, Ret: Attic, AH: 2nd�Floor • • •6000000 12. Cooling systems •' ; •' ; kBtu/ty • r%iency a. Central Unit •• •• 71.9 •EEEt:17.60b. Central Unit •.•.•• 44.6 SGER:18.00 ••. 13. Heating systems 00 kBtu/fir• • Efficiency . • a. Electric Strip Heat • • • 45.0 COP:1.00. • • • •. b. Electric Strip Heat • 0 • 1WV MP:1.00 • •• 14. Hot water systems a. Propane Cap: 75 gallons EF: 0.59 b. Conservation features None 15. Credits None Florida Energy Efficiency Code for Building g features which will be installed (or exceeded) se, a new EPL Display Card will be completed IC J b Date: City/FL Zip: aFSME Sp�� l * WE 'Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. "Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 4/6/2016 4:34 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 16-0310 Doukkali Residence Builder Name: ! Street: 9400 North Bayshore Dr Permit Office: City, State, Zip: Miami Shores, FL , 33180 Permit Number: Owner: Jurisdiction: ti Design Location: FL, Miami 1. New construction or existing Existing (Projecte 9. Wall Types (4064.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.2 3740.00 ft2 b. Concrete Block - Int Insul, Adjacent R=4.2 324.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 5 d. N/A R= ft2 10. Ceiling Types (2661.0 sqft.) Insulat0*••area 5. Is this a worst case? No a. Roof Deck (Unvented) • • R=30.0 0 0"1.00 ft2 • • • • • • 6. Conditioned floor area above grade (ft2) 4612 b. N/A • • • :R= • .. • ft2 • • C. N/A • ... .. R= .... : ft2 . • • • : • Conditioned floor area below grade (ft2) 0 11. Ducts 0 • • ; 0 • • R ft2 . • 7. Windows(1019.6 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 1st Floor 6 100• • • • • • a. U-Factor: Sgl, U=0.95 1019.60 ft2 b. Sup: Attic, Ret: Attic, AH: 2ncLf'l8dr', ;'. ' b 480' ' SHGC: SHGC=0.29 • • b. U Factor: N/A ft2 12. Cooling systems • • • • kBtu/hr• • *Efficiency • • • • 1. SHGC: a. Central Unit . • •. b. Central Unit • • • 71.9.OE13:17.60.... . • • 44.6 SEER:18.00 • • c. U-Factor: N/A ft2 . . • SHGC: 13. Heating systems • • kBtu/Fir•..fifticiency • • • • • d. U-Factor: N/A ft2 a. Electric Strip Heat ; •' . 45.0 COP:1.00 ; . • . • ; SHGC: b. Electric Strip Heat • • • 1ll0� 00P:1.00 • • Area Weighted Average Overhang Depth: 3.744 ft. • • • Area Weighted Average SHGC: 0.290 14. Hot water systems a. Propane Cap: 75 gallons 8. Floor Types (4612.0 sqft.) Insulation Area EF: 0.590 a. Slab -On -Grade Edge Insulation R=0.0 2661.00 ft2 b. Conservation features b. Floor Over Other Space R=19.0 1951.00 ft2 None c. N/A R= ft2 15. Credits None Glass/Floor Are 0.221 Total Proposed Modified Loads: 152.34 PASS . Total Baseline Loads: 164.29 1 hereby certi that the plans and pecifications covered by Review of the plans and ��TRE ST,��cp this calculatio are in compliance ith the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. ti PREPARED B Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 cc I hereby certify that this building, as designed, is in compliance Energy Code. Florida Statutes. C�1) with the Florida WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 4/6/2016 4:33 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: 16-0310 Doukkali Residence Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 4612 Lot # Owner: Total Stories: 2 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 9400 North Bayshore Dr Permit Office: Cross Ventilation: No County: Miami -Dade Jurisdiction: Whole House Fan: No City, State, Zip: Miami Shores, Family Type: Single-family FL, 33180 New/Existing: Existing (Projected) Comment: Interior Remodeling CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days .logiiture Range FL, Miami FL_MIAMI_INTL_AP 1 51 90 70 75 : . •l49.5 • �� •Low ; BLOCKS •••�� ••.••• •• •••••� Number Name Area Volume ' • • • 1 Blockl 2661 21288 •••• • • • •• • • • ••••• ' ' 2 Block2 1951 15608 • • ' • " SPACES •••••• Number Name Area Volume Kitchen Occupants Bedrooms Intl �q • ginished •. •Cooled :Iteafeb 1 1st Floor 2661 21288 Yes 7 2 1 Yes •. Yes Yes 2 2nd Floor 1951 15608 No 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 1st Floor 295 ft 0 2661 ft2 ---- 0.2 0 0.8 2 Floor Over Other Space 2nd Floor ---- ____ 1951 ft2 19 0.2 0 0.8 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Flat tile/slate 2882 ft2 554 ft2 Medium 0.96 No 0.9 No 30 22.6 ATTIC Area RBS IRCC V # Type Ventilation Vent Ratio (1 in) 1 Full attic Unvented 0 2661 ft2 N N 4/6/2016 4:33 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 f3i7:1MA11101FIMMiIEI CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Unvented) 1 st Floor 1 710 ft2 0.11 Wood 2 Under Attic (Unvented) 2nd Floor 1 1951 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Belo w Space 1 N Exterior Concrete Block - Int Insul 1st Floor 4.2 75 6 8 0 604.0 ft2 0 0 0.5 0 2 S Exterior Concrete Block - Int Insul 1st Floor 4.2 45 6 8 0 364.0 ft2 0 0 0.5 0 3 E Exterior Concrete Block - Int Insul 1st Floor 4.2 82 0 8 0 656.0 ft2 0 0 0.5 0 4 W Exterior Concrete Block - Int Insul 1 st Floor 4.2 56 6 8 0 452.0 ft2 0 0 0.5 0 5 N Exterior Concrete Block - Int Insul2nd Floor 4.2 47 6 8 0 380.0 ft2 0 0 0.5 0 6 S Exterior Concrete Block - Int Insul2nd Floor 4.2 47 6 8 0 380.0 ft2 0 9 •0.5 0 7 E Exterior Concrete Block - Int Insul2nd Floor 4.2 56 6 8 0 452.0 ft2 • * 4,'0 0: ::00.5 8 W Exterior Concrete Block - Int Insul2nd Floor 4.2 56 6 8 0 452.0 ft2 • • • •0 • too* :0.5 • • • q: • 9 S Garage Concrete Block - Int Insul 1st Floor 4.2 40 6 8 0 324.0 ft2 " :LT 0 ' 0.5 ; ... . ; DOORS •••• Al ";"• # Ornt Door Type Space Storms U-Value 10/ ti • eigh • Aree• • • • Ft Ft In • 1 S Insulated 1st Floor Wood .64 6 : : 8 • • 48+fi2••:• WINDOWS o..0 00 :0*00: Orientation shown is the entered, Proposed orientation. ' 00 ' / Wall Overhang v # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Clear) Yes 0.95 0.29 143.8 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds Exterior 5 2 S 2 Metal Single (Clear) Yes 0.95 0.29 45.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds Exterior 5 3 E 3 Metal Single (Clear) Yes 0.95 0.29 262.5 ft2 6 ft 0 in 2 ft 0 in Drapes/blinds Exterior 5 4 W 4 Metal Single (Clear) Yes 0.95 0.29 204.2 ft2 2 ft 0 in 2 ft 6 in Drapes/blinds Exterior 5 5 N 5 Metal Single (Clear) Yes 0.95 0.29 15.0 ft2 4 ft 0 in 2 ft 0 in Drapes/blinds Exterior 5 6 S 6 Metal Single (Clear) Yes 0.95 0.29 37.5 ft2 4 ft 0 in 2 ft 0 in Drapes/blinds Exterior 5 7 E 7 Metal Single (Clear) Yes 0.95 0.29 220.0 ft2 4 ft 0 in 2 ft 0 in Drapes/blinds Exterior 5 8 W 8 Metal Single (Clear) Yes 0.95 0.29 91.7 ft2 4 ft 0 in 2 ft 0 in Drapes/blinds Exterior 5 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 484 ft2 384 ft2 44 ft 8 ft 4.2 4/6/2016 4:33 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000254 3074.7 168.8 317.44 .2159 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts - 2 Electric Strip Heat None COP:1 17 kBtu/hr 2 sys#2 1 A Electric Strip Heat None COP:1 27 kBtu/hr 1 sys#1 1 B Electric Strip Heat None COP:1 18 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR „p4pck Ducts 2 Central Unit Split SEER: 18 44.6 kBtu/hr 1400 cfm• 0.76 � • • •L "2 • • 1 A Central Unit Split SEER: 18 57.4 kBtu/hr 1800*cam 0.76 •� :T: sys#T. 1 B Central Unit Split SEER: 16 14.5 kBtu/hr 435:td 0.76 •1 zys#1 • HOT WATER SYSTEM .... . .. ..... # System Type SubType Location EF Cap Use SetPnt„'„' Ccosgrvibion 1 Propane None Garage 0.59 75 gal 60 gal 120 deg.* • • • None • • SOLAR HOT WATER SYSTEM • FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS ---- Supply ---- ---- Return ---- Air CFM 25 CFM25 HVAC # # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 2 Attic 6 480 ft2 Attic 80 ft2 Default Leakage 2nd Floor (Default) (Default) 2 2 1 A Attic 6 480 ft2 Attic 90 ft2 Default Leakage 1st Floor (Default) (Default) 1 1 1 B Attic 6 100 ft2 Attic 24 ft2 Default Leakage 1st Floor (Default) (Default) 1 1 4/6/2016 4:33 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 i:opM Rdfl--gn14 TEMPERATURES Programable Thermostat: N Ceiling Fans: Cooling Jan X] Feb [[X] Mar Apr [[X]] May X Jun X Jul X Aug X Sep X Oct X Nov X] Dec Heating XJan jXj Feb [X] Mar XApr IXI [X] May X Jun X� Jul X Aug XI Sep X Oct Nov IX] DecVenting X Jan lX] X Feb [X Mar X Apr [X May X Jun X Jul X Aug X Sep X Oct X Nov lXI X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 - PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 •roof• •• • • • f • s • • • • • • • •••••• • • • • of o foes • o • 4/6/2016 4:33 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole ullding Performance and Prescriptive Methods ADDRESS: 9400 North Bayshore Dr Permit Number: Miami Shores, FL , 33180 �ANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law [Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sects R402.1 through R402.4.4. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall befnst91ed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the mathadof constmetion•• Where required by the code official, an approved third party shall inspect all components and vletilyl400pliance.. .' • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an aif lb'dWijg rate of &T eAeding tS 1Aff changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 thribeg"M Testing shall'be conduc:VAT: a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official,t"ir$ shall beconducted by an • approved third party. A written report of the results of the test shall be signed by the party condU UJITe test acid �jwi*ded to tl %eW* official. Testing shall be performed at any time after creation of all penetrations of the building TgrM gnvelope., 0 0: • • • During testing: 600000 •• • •••••• 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyor" lie intended weatherstripping or • other infiltration control measures; •••• ' • • • • •• 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed,.but noJ sealed WR&Atendecl • infiltration control measures; 0.0 • • • • • • • 3. Interior doors, if installed at the time of the test, shall be open; ' •";' • ' ' 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; • • • 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and I 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. R402.4.3 Fenestration air leakage.Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (MandatoryAll ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (929 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 4/6/2016 4:35 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) d R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193. a a R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or belgw 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 31/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403�4.4 Water heater efficiencies (Mandatory). Water heater efficiencies Vl R403.4.4.1 Storage water heater temperature controls • R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperatwre"ntrols capable of adjustment from the lowest to the highest acceptable temperature settings for the it tendeg use. Th2 gr rywtm •. •. • • temperature setting range shall be from 100°F to 140°F (38°C to 60oC). • • • ' • R403.4.4.1.2 Shutdown. A separate switch or a clearly marked circuit breaker shall be provided to.plermit thei*we;suppliefJ* to electric service systems to be turned off. A separate valve shall be provided to permit the engWit1w1aplied to the main burnef(s) • •••••• of combustion types of service water heating systems to be turned off. • .. • • • R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall ftMthe minirf(um %fiiciencies of • • Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisione,•fei the type of QgUCfr�pnt instAlibb! Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for tlevappfopriateWBfdt;' heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. • • �. •. • • R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the:apngeo polar erFeF4' ' factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of000000 Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806!10 Methods foi Solar Collectors, • and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in instAIJP0%olar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy requirements of Table R403.5.1. Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an / electronically commutated motor. yJ R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2• No ventilation or air-conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3• If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum or R-19, space permitting, or R-10 otherwise. R403.F Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 9( R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 4/6/2016 4:35 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDTORY REQUIREMENTS - (Continued) R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: ~ 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. R403.6.1.2 Heating equipment capacity • R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. • R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. • R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural dra4 trti8spheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. • • *see • • • • • • • • R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess coolin%Y,I ejkyng equWt Capacity QfwA • intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controllgd to . prevent continuous space cooling or heating within that space by one or more of the following options • • • • • • • • 1. A separate cooling or heating system is utilized to provide cooling or heating to the majorentertainment areas • 2. A variable capacity system sized for optimum performance during base load periods is uW!ZPci.. • • • • • • • • • R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shIl1com ly with;86ions ....: • C403 and C404 of the Commercial Provisions in lieu of Section R403. • • • • • . R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy lervic% to the bCiRifiitj• Shall . include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, amd no.precipitation is ��Iling • • • • ; and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. • • • • • • R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405,2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 4/6/2016 4:35 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 Building Input Summary Report PROJECT Title: 16-0310 Doukkali Residence Bedrooms: 5 Address Type: Street Address Building Type: User Bathrooms: 6 Lot # Owner: Conditioned Area: 4612 sq.ft. Block/SubDivision: # of Units: 1 Total Stories: 2 PlatBook: Builder Name: Worst Case: No Street: 9400 North Bayshore Dr Permit Office: Rotate Angle: 0 County: Miami -Dade Jurisdiction: Cross Ventilation: No City, State, Zip: Miami Shores, Family Type: Single-family Whole House Fan: No FL, 33180 New/Existing: Existing (Projected) Terrain: Suburban Year Construct: 2016 Shielding: Suburban Comment: Interior Remodeling CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 51 90 70 75 J 49.5 ' ' Lpw • • • • UTILITY RATES • •:• Fuel Unit Utility Name Monthly Fi*b4%P '$/Unit : • • • • Electricity kWh Test File 0' 0000 : . • ?165 • • • • • Natural Gas Therm Florida Average 0 0 * 0.6 • • • • i.�8•01 00000 Fuel Oil Gallon EnergyGauge Default 0 000000 ' • •' i•1 • • • • • Propane Gallon EnergyGauge Default 0 0* 9 0 0 6 .2.401 02 SURROUNDINGS ' 9 '•••• • • • • Shade Trees Aajacent Buildin4gg 0 0 • Ornt Type Height Width Distance Exist Height Widtt? 9 ' Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft BLOCKS Number Name Area Volume 1 Blocki 2661 21288 2 Block2 1951 15608 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 1 st Floor 2661 21288 Yes 7 2 Yes Yes Yes 2 2nd Floor 1951 15608 No 4 3 Yes Yes Yes 4/6/2016 4:34 PM EnergyGauge® / USRCSB v4.0 Page 1 of 5 Building Input Summary Report FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulation 1st Floor 295 ft 0 2661 ft2 ____ 0.2 0 0.8 2 Floor Over Other Space 2nd Floor 1951 ft2 19 0.2 0 0.8 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Flat tile/slate 2882 ft2 554 ft2 Medium 0.96 No 0.9 No 30 22.6 ATTIC '....' ...... ...... .. . ...... # Type Ventilation Vent Ratio (1 in) Area RBS R� C 0: 1 Full attic Unvented 0 2661 ft2 N • • • ON • • • • ' CEILING • ...... .... ..... # Ceiling Type Space R-Value Area Framlli5 Fraction " Truss Type 1 Under Attic Q 1 st Floor 1 710 ft2 0.1; 0 . Wood ; 2 Under Attic Q 2nd Floor 1 1951 ft2 . 0.11. . ood • • . . .... • . WALLS 0 Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project.' section above. AdL ent Space Cavity Width Height Sheathing Framing Solar Below # Ornt To Wall Type R-Value Ft In Ft In Area R-Value Fraction Absor. Grade% 1 N Exterior Concrete Block - Int Insul 1 st Floor 4.2 75 6 8 0 604.0 ft2 0 0 0.5 0 2 S Exterior Concrete Block - Int Insul 1 st Floor 4.2 45 6 8 0 364.0 ft2 0 0 0.5 0 3 E Exterior Concrete Block - Int Insul 1 st Floor 4.2 82 0 8 0 656.0 ft2 0 0 0.5 0 4 W Exterior Concrete Block - Int Insul 1 st Floor 4.2 56 6 8 0 452.0 ft2 0 0 0.5 0 5 N Exterior Concrete Block - Int Insul 2nd Floor 4.2 47 6 8 0 380.0 ft2 0 0 0.5 0 6 S Exterior Concrete Block - Int Insul 2nd Floor 4.2 47 6 8 0 380.0 ft2 0 0 0.5 0 7 E Exterior Concrete Block - Int Insul 2nd Floor 4.2 56 6 8 0 452.0 ft2 0 0 0.5 0 8 W Exterior Concrete Block - Int Insul 2nd Floor 4.2 56 6 8 0 452.0 ft2 0 0 0.5 0 9 S Garage Concrete Block - Int Insul 1st Floor 4.2 40 6 8 0 324.0 ft2 0 0 0.5 0 DOORS Width Height # Ornt Door Type Space Storms U-Value Ft In Ft In Area 1 S Insulated 1st Floor Wood .64 6 8 48 ft2 4/6/2016 4:34 PM EnergyGauge® / USRCSB v4.0 Page 2 of 5 Building Input Summary Report WINDOWS Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 N 1 Metal Single (Clear) Yes 0.95 0.29 Y 143.8 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds Exterior 50% 2 S 2 Metal Single (Clear) Yes 0.95 0.29 Y 45.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds Exterior 50% 3 E 3 Metal Single (Clear) Yes 0.95 0.29 Y 262.5 ft2 6 ft 0 in 2 ft 0 in Drapes/blinds Exterior 50% 4 W 4 Metal Single (Clear) Yes 0.95 0.29 Y 204.2 ft2 2 ft 0 in 2 ft 6 in Drapes/blinds Exterior 50% 5 N 5 Metal Single (Clear) Yes 0.95 0.29 Y 15.0 ft2 4 ft 0 in 2 ft 0 in Drapes/blinds Exterior 50% 6 S 6 Metal Single (Clear) Yes 0.95 0.29 Y 37.5 ft2 4 ft 0 in 2 ft 0 in Drapes/blinds Exterior 50% 7 E 7 Metal Single (Clear) Yes 0.95 0.29 Y 220.0 ft2 4 ft 0 in 2 ft 0 in Drapes/bVWS. Exterior 50% 8 W 8 Metal Single (Clear) Yes 0.95 0.29 Y 91.7 ft2 4 ft 0 in 2 ft Oin e • Drapes/bkMs • • Exterior501Yo'e INFILTRATION •••••• •• ••••• .•..• # Scope Method SLA ...• .. CFM 50 ELA EgLA ACH ACH 51....' :SpcW;rS) . •. •. 1 Wholehouse Proposed ACH50 .000254 3074.7 168.8 317.44 .2159 5 ":": •":'.411 ""' GARAGE ' # Floor Area Roof Area Exposed Wall Perimeter Avg. Wall Hei ht Exp C t/tall Insul ion 1 484 ft2 384 ft2 44 ft 8 ft '. •' : • imwalid MASS ' Mass Type Area Thickness Furniture Fraction Space No Added Mass 0 ft2 0 ft 0.3 1 st Floor No Added Mass 0 ft2 0 ft 0.3 2nd Floor HEATING SYSTEM # System Type Subtype Efficiency Capacity -------Geothermal HeatPump-------- Ducts Block Entry Power Volt. Curr 2 Electric Strip Heat None COPA 17 kBtu/hr 0 0 0 sys#2 2 1 A Electric Strip Heat None COPA 27 kBtu/hr sys#1 1 1 B Electric Strip Heat None COPA 18 kBtu/hr s s#1 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts Block 2 Central Unit Split SEER:18 44.6 kBtu/hr 1400 cfm 0.76 sys#2 2 1 A Central Unit Split SEER:18 57.4 kBtu/hr 1800 cfm 0.76 sys#1 1 1 B Central Unit Split SEER:16 14.5 kBtu/hr 435 cfm 0.76 s s#1 1 HOT WATER SYSTEM # System Type SubTpe Location EF Cap Use SetPnt Credits 1 Propane None Garage 0.59 75 gal 60 gal 120 deg None 4/6/2016 4:34 PM EnergyGauge® / USRCSB v4.0 Page 3 of 5 Building Input Summary Report SOLAR HOT WATER Collector Surface Absorp. Trans Tank Tank Tank Heat PV Pump Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U-Value Surf Area Exch Eff Pumped Energy DUCTS DUCT --------- Supply --------- ---------- Return --------- Air CFM 25 CFM25 HVAC # # Location R-Value Area Location Area Number Leakage Type Handler TOT OUT QN RLF Heat Cool 2 Attic 6 480 ftz Attic 80 ftz 1 Default Leakage 2nd Floor (Default) (Default) 2 2 1 A Attic 6 480 ft2 Attic g0 ftz 1 Default Leakage 1 st Floor (Default) (Default) • �' 1 1 1 B Attic 6 100 ftz Attic 24 ft2 1 Default Leakage 1 st Floor Default Def It • 1 TEMPERATURES •+ ••• • Programable Thermostat: N Ceiling Fans: N0000 ...:.. Cooling Jan X] Feb [[Xj Mar A r] Ma Jun X Jul Xj Au X Se Oct :. X Dec XJan HeatinIXi Feb [X] Mar �Xj XApr X] May IX JXXJJun Jul Aug Se? �C Oct • IXHNolv Xv i�C' Ventin X Jan lX] X Feb [X Mar X A r X Ma X Jun X Jul lX� lX] X Au X Se f?WV tXJ Oct v [X, AEG + l Thermostat Schedule: HERS 2006 Reference Hours so 00 00 0 0' * 0: Schedule Type 1 2 3 4 5 6 7 8 :00 : 0: 10 0 11 12 .• Cooling (WD) AM 78 78 78 78 78 78 78 78 . 78 . 78 : 78 .78 PM 78 78 78 78 78 78 78 78 • �78+ 0 78 � � 0 78 :"Me • • Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 0.o074 78 PM 78 78 78 78 78 78 78 7B 78 78 78 78 Heating (WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 4/6/2016 4:34 PM EnergyGauge® / USRCSB v4.0 Page 4 of 5 Building Input Summary Report APPLIANCES & LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 % Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.046 0.046 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 % Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 % Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597. . . Q.383 0.281 Annual Use: 0 kWh/Yr Peak Value: 0 Watts • • Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 • .01 . 0.8 . • "5 • 1 . % Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 .4P.U5 _ 0.7r •. 0:35 49.376:. Annual Use: 891 kWh/Yr Peak Value: 200 Watts ... j.. • . • Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 ".19, 0.120 0,12 00.11 • % Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 00100 0.80 60.51 ".7 • . Annual Use: 4481 kWh/Yr Peak Value: 1463 Watts • • • • • • • • • 00000 Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 ' b.t* 0.61 ' 0 0.%5 IVY: % Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 ;''1;' ; 0.96 ' 0.77 0.5e. Annual Use: 6983 kWh/Yr Peak Value: 1281 Watts ' • ' ' ""' : • Pool Pump AM 0 0 0 0 0 0 0 0 • • •0• • 1 . % Released: 0 PM 1 1 1 1 0 0 0 0 • 0 ..•.1 00 . 0 �*I•••: 0 Annual Use: 0 kWh/Yr Peak Value: 0 Watts • 0 Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 % Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Annual Use: 447 kWh/Yr Peak Value: 165 Watts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 % Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Annual Use: 775 kWh/Yr Peak Value: 106 Watts Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 % Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Annual Use: 0 kWh/Yr Peak Value: 0 Watts REFRIGERATORS ID Type Screen Location Quantity Vol FrZ. Vol Make Model Schedule kWhPerYr 1 Default New Main 1 MISC ELECTRICAL LOADS ID Type Screen Item Quantity Catagory Operating Location Schedule Off Standby 1 Misc Elec Simple Default 1 1 Main HERS201 1 4/6/2016 4:34 PM EnergyGauge® / USRCSB v4.0 Page 5 of 5 Air System Sizing Summary for AC#1 Project Name: 16-0310 Doukkali Residence 04/05/2016 Prepared by: ARPE ENGINEERING, INC. 04:44PM Air System Information Air System Name----------------------------------------------------------.. AC1f1 Air System Type: --------------------------------------- Single Zone CAV Sizing Calculation Information Calculation Months: ---------------------------------------------- Aug to Aug Central Cooling Coil Sizing Data Totalcoil load-------------------------------------------------------------------------4.6 Tons Total coil load-----------------------------------------------------------------------55.4 MBH Sensible coil load:-.----_---------------------------------------------------- MBH Coil airflow:.---------------------------------------------------------------- --- --1892 CFM Sensible heat ratio------------------------------------------------------------ 0.781 Area per unit load: ------------------------------------------------- .......-..-450.7 sgft/Ton Load per unit area:....------------------------------------------26.6 BTU/(hr-sgft) Central Heating Coil Sizing Data Maxcoil load:.--- .--- ---- -.._----------------------------------------------20.3 MBH Coil airflow------------------------------------------------------------------------ 1892 CFM Load per unit area: ............. . .............-------.-------- ----- 9.8 BTU/(hr-sgft) Supply Fan Sizing Data Actual max airflow----------------------------------------- 1892 CFM Standard airflow: ------------------------------------------------------------------ 1891 CFM Actual max airflow per unit area: ....................................0.91 CFM/sqft Outdoor Ventilation Air Data Design airflow: .......................... Airflow per unit floor area:..... Space Sizing Data ------------------------0 CFM --------------------- 0.00 CFM/sqft Number of zones: ........................................... - ..........1 Floor Area: ................. ................. -.------------------------ 2080.0 sqft Location ---------------- ---------...Miami Shores, Florida Calculation method: -------- ----- Transfer Function Method Load occurs at: ----------------- ......................................... ug 1600 OA DB / WB: .................................... ....................... 90.7176.9 F Entering DB / WB: 75.4/63.4 F Leaving DB / WB: .. 54.3/53.2 F CoilADP:.-..............----------.....-------------------------------------------51.9 F Bypass Factor:... ----- ........ --- - ------------ --- 0.'w• • Resulting RH: ------------- • i •.5 °rR -.......... • •••••• Design supply temp ------------- ------------- Load occurs at:. ............. .................. -a-•-•:aa-..- Des Htg• • • Ent DB / Lvg DB----------------------------------- 70.01�9.0 F • • • • • • • • • • •••• • ••• ••••• •••••• •••• ••••• Fan motor BHP- i' .............0!QE B*iP • • • • • • ------------------------ ---- Fan motor kW-------------- --------------- ------ --------•.aaaa-•.............. 0.21 • kW • • Fan static---- --- ------------------- .------ --- :......' : .........9.50 0 wg • • • •: • • • • • • Airflow per person:. ------- _----------- •• ----------• ----------------- • ... �b: tJM/person b----- Space Name Maximum Design Time of Peak Maximum Space Space Cooling Airflow Load Heating Floor CFM/sqft Sensible CFM Load MBH Area MBH sqft Zone 1 1ST FL 42.9 1892 Aug1600 20.7 2080.0 0.91 Block Load 4.15 Page 1 of 1 System Input Data Project Name: 16-0310 Doukkali Residence 04/05/201E Prepared by: ARPE ENGINEERING INC. 04:45PN General Details: Air System Name:--------------------------------------------------------- AC#1 Air System Type: --------------------------------------- Single Zone CAV Numberof zones: ------------------------------------------------ ----------------------- SystemStartup: -----.......... ....... ... .. ............. .................. 6 Duration of Operation: ...... - . .. ............... .............24 Central Cooling Coil Data: ` Used?: . .............. .. . ..- ... ...........................YES Supply Air Temperature: ... .. ..............................54.0 F Coil Bypass Factor:-------- -- ...... ........................................ .100 Central Heating Coil Data: Used?:........ -----------------------------------YES Supply Temperature:_-_.-----------------------------------------------110.0 F Supply Fan Data: Configuration------------------------------------------------------------Draw-thru Fan Performance---------------------------------- -----------------------------0.50 in wg Ceiling Return Air Plenum Data: Return Air Via - ------------------------------------------------- Ducted Return Zones Included: Zone 1 1ST FL I Thermostats Data: • • • • • . • ' ' Cooling T-stat: Occ: . . .. ........... . .............. ....75.0 F ...... . . .. . Cooling T-stat: Unocc--------------------------------------------------------- 85.0 F . ....:. Heating T-stat: Occ: ................ . ............ . ... 70.0 F • •:. • : • . Heating T-stat: Unocc----------- ------. ......... .........-- . ----...60.0 F .. • . • • • .: Safety Factors: • • • • • • ... • ' • Cooling Sensible Safety Factor: ...... .................... 0 % .. ,. • • • ................ Cooling Latent Safety Factor:. 0 % ' • "" Heating Safety Factor:........................................ ............. ..0 /o • • • ' .••.•. Block Load 4.15 Page 1 of 1 Air System Sizing Summary for AC#2 Project Name: 16-0310 Doukkali Residence 04/06/201E Prepared by: ARPE ENGINEERING, INC. 01:21PM Air System Information AirSystem Name------------------------------------------------------------ AG#2 Air System Type: --------------------------------------- Single Zone CAV Sizing Calculation Information Calculation Months: ......_---._------ ` Central Cooling Coil Sizing Data Total coil load:. --------------------------------------- Total coil load: ........... ---------------------- Sensible coil load:.._----..._------------------. Coil airflow---------------------- -- -------------------- Sensible heat ratio: ------------------------------ Area per unit load:... ---- --------- ___ -.-. Load per unit area:. Central Heating Coil Sizing Data Max coil load: ------------------------------------ Coil airflow: ----------------------------------------- Load per unit area: -------------------------- .Aug to Aug Number of zones--------------------- 1 Floor Area: .............................. . .. 1885.0 sqft Location: ............................................ Miami Shores, Florida Calculation method: Transfer Function Method --...3.7 Tons Load occurs at: ---------------------------------------------- ----------- ug 1700 .............44.5 MBH OA DB / WB:................. ---------------------------- ................. 89.9176.7 F ..............33.0 MBH Entering DB / WB:------------------------------------------------------ 75.4163.9 F ............. CFM Leaving DB / WB:.------_------------------------------------------- 54.2153.2 F .......... 0.742 Coil ADP: --------------------------------------------------- ........... ................. 51.9 F ----------- sgft/Ton Bypass Factor------------------------------------ 0.100 ...... --..23.6 BTU/(hr-sgft) Resulting RH:............................ ----------------------..-..----------------54 % Design supply temp:....................... ----------------------------------54.0 F ........ ... .....14.0 MBH ---------------1448 CFM ..................7.4 BTU/(hr-sgft) Supply Fan Sizing Data Actual max airflow: ............................................................. 1448 CFM Standard airflow: .......... ....................................................... 1447 CFM Actual max airflow per unit area: . .................................. 0.77 CFM/sqft Outdoor Ventilation Air Data Design airflow: ................... -- -- . - .......................................... CFM Airflow per unit floor area: .................................... --------- .. 0.00 CFM/sqft Space Sizing Data Load occurs at:.......... Ent DB / Lvg DB:....... Des Htg 70.0179.0 F Fan motor BHP:. .................... ........._..__.........................0.21 BHP Fan motor kW: .................... . .---_....._......................0.16 kW Fan static: ............. . . .............................0.§1•iAevq • • •••• •••••• •• • 00• Airflow per person: ............................ .... _.e.se.o.o ........... 01Q • CFII/person • •••• •••••• •••• • •• ••••• Space Name Maximum Design Time of Peak Maximum Space •'AI Cooling Airflow Load Heating Floor 8I1M/ssift Sensible CFM Load MBH Area ***see MBH ' • • Zone 2 2ND FI 32.8 1448 Aug1600 14.2 1885.0 0.77 •••••• Block Load 4.15 Page 1 of 1 System Input Data Project Name: 16-0310 Doukkali Residence 04/06/201E Prepared by: ARPE ENGINEERING, INC. 01:24PIV General Details: AirSystem Name--------------- ---------- --- --------------------------- AC#2 Air System Type: --------------------------------------- Single Zone CAV Numberof zones:.---------------------------------- --------------------------------1 SystemStartup:..------ ----------------------------------------- ----------------------- Duration of Operation--------------------------------------------------------- ---24 Central Cooling Coil Data: ~ Used?: ..................... ---------------------------------------------- YES Supply Air Temperature------------------- ------------------------------54.0 F Coil Bypass Factor: ----------------------------------------------------------- 0.100 Central Heating Coil Data: Used?: ------------------------------------------------------------ --------------------- YES Supply Temperature--------------------------------- -------------- ----- 110.0 F Supply Fan Data: Configuration: .............. ................. --.. Draw-thru Fan Performance: ------------------------------- .............. --------------.0.50 in wg Ceiling Return Air Plenum Data: Return Air Via- ----------- ---------- - -----------------------Ducted Return Zones Included: Zone Names Zone 2 2ND FI • •"• • •••• •••••• Thermostats Data: • • • • • • • • Cooling T-stat: Occ------------------- -------------------- - -- -- - --- - --75.0 F • • • • • • • • • • • • • • • • • • • Cooling T-stat: Unocc:--------------------------------------85.0 F .. • : • • Heating T-stat: Occ-..................................... --------------------- 70.0 F : • • • • Heating T-stat: Unocc: ---- ..............._--- - - - ..... 60.0 F • • • • • •••• • •• ••••• Safety Factors: • • • • • • • . • • • • : • • • Cooling Sensible Safety Factor------- ------------------ ---0 % • • • •' ' •' ; Cooling Latent Safety Factor: ------------------------------------- ----------0 % • • Heating Safety Factor---------------------------------------- --------0 % • • • • • • • • •••••• Block Load 4.15 Page 1 of 1 Air System Sizing Summary for AC#3 Project Name: 16-0310 Doukkali Residence 04/06/2016 Prepared by: ARPE ENGINEERING, INC. 01:01PM Air System Information Air System Name: ---------------------------------------------------- AC#3 Air System Type: --------------------------------------- Single Zone CAV Sizing Calculation Information Calculation Months: ------------------------Aug to Aug t Central Cooling Coil Sizing Data Total coil load:........... . .. . .................... .1.2 Tons Total coil load: ..................................................... 14.1 MBH Sensible coil load:..------------------------------------------------------------ MBH Coil airflow: -------------------------------------------------- ----------------- - - 472 CFM Sensible heat ratio: -------------------------------------------- -_-------------0.759 Area per unit load:.........---------------------------------407.7 sgft/Ton Load per unit area: -------------------------------------- ------------------------- 29.4 BTU/(hr-sgft) Central Heating Coil Sizing Data Max coil load---------------------------------------------------------- 5.9 MBH Coilairflow:...-- ---- ----------------- .-------------------------------------------- 72 CFM Load per unit area: ------------- _--_-----_ ---- ---------------------------- 12.4 BTU/(hr-sgft) Supply Fan Sizing Data Actual max airflow: ---_--------------------- ---------------------------------472 CFM Standard airflow: ............. ..------------------------------_-----------------472 CFM Actual max airflow per unit area: -------------- ----------------------- 0.98 CFM/sqft Outdoor Ventilation Air Data Design airflow:.....---------------------------------------------------0 CFM Airflow per unit floor area: .................................. ----_--------- 0.00 CFM/sqft Space Sizing Data Number of zones:-.--------------------------------------------------------------------- 1 Floor Area:. ------ -- - ---- ----------------------- _------------------ 480.0 sqft Location: Miami Shores, Florida Calculation method: ............... Transfer Function Method Load occurs at:_ .................._........_........................ Aug 1400 OA DB / WB:...._._..................................... _................90.7176.9 F Entering DB / WB--------------------------- 75.5/63.8 F Leaving DB / WB-------------------------------------------------------- 54.4153.4 F CoilADP------------ ---- ------ -------------------------------------------------------52.1 F BypassFactor: ................. .............. . .. ._......................0.100 Resulting RH: ................. . - . .........................._ 53 % Design supply temp: ................ .. . . .......................54.0 F Load occurs at:_ ................._.............._..._._.............. Des Htg Ent DB / Lvg DB:------ 69.7181.4 F Fan motor BHP: ..................... .. .. .. ........................0.07 BHP Fan motor kW: .................... .. .........................0.05 kW Fan static:_ - --------------------- -- --- ...... ......................... ,56 • fh*w • • •Y•• •••••• •• • • ••• • Airflow per person----- -- --- ----------------- •.•.•.�.,....... __O N. tF:l/person• �. .. •••• •••••• •••• • •• ••••• Space Name Maximum Design Time of Peak Maximum Space Cooling Airflow Load Heating Floor CFM"ft Sensible CFM Load MBH Area ****so MBH ' ' ' Zone 3 1 ST FL 10.7 472 Aug1500 6.3 480.0 0 98 000000 • ' • • • • •• • •••• • Y Ac W Block Load 4.15 Page 1 of 1 a ti System Input Data project Name: 16-0310 Doukkali Residence 04/06/2011 3repared by: ARPE ENGINEERING, INC. 01:03Ph General Details: Air System Name--------------------------- ------------------------ -------AC#3 Air System Type: -------------------------------- -------Single Zone CAV Number of zones:.---------------------------------------------------------------1 SystemStartup:-------------------------------------- .. -- ......................6 Duration of Operation----------------------------------------------------- -------24 Central Cooling Coil Data: Used?--------------------------------------- ------------------....YES Supply Air Temperature: ---------------------------------------------------- 54.0 F Coil Bypass Factor:--------------------------------------0.100 Central Heating Coil Data: Used? --------------- -----------------------------............YES Supply Temperature:-----------------------------------------------------110.0 F Supply Fan Data: Configuration------------------------------------------------- ---. Draw-thru FanPerformance: ---------------------------------------------------------------- V.50 in wg Ceiling Return Air Plenum Data: Return Air Via: -------------------------- - ---------- ----- --- Ducted Return Zones Included: Zone Names Zone 3 1ST FL b • Thermostats Data: • • • • • • • Cooling T-stat: Occ-------------------------------------------------------------- 75.0 F • • • • • • • • : • • • •: • Cooling T-stat: Unocc:----------------------------------------- .............85.0 F • • •: • • Heating T-stat: Occ:.------------------------------------------------------ - 70.0 F : • • • •: Heating T-slat: Unocc: ........................60.0 F • � � � • ;' • • • -------------------------------- � • • Safety Factors •••••• •••• ••;•.' Cooling Sensible Safety Factor: -------------------------------------------- 0 % ' ' •• •• ' • • •• Cooling Latent Safety Factor------------------------------------------------- 0 % • •••••• • Heating Safety Factor-- -------------------------- ................................0 % ***goo • • • • • • • • • • •••••• Block Load 4.15 Page 1 of 1 BUILDING PERMIT APPLICATION Miami Shores Village C IE I 1 MAY 3 1 2 19 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY' Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762.4949 FBC 20 Master Permit No. l — Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING 'REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION [2 /SHOP CONTRACTOR DRAWINGS JOB ADDRESS: v City: Miami Shores County: Miami Dade zip: 3�j I r' Folio/Parcel#: /( - 3.2.0 9^ O / 0 - D/ 10 Is the Building Historically Designated: Yes NO Occupancy Type: S•-YAILiLoad: Construction Type: f/5 Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): v Phone#:y� 6 d Address: q aD ld • � J �f City: "!W 6 u- S State: FL Zip: 3 3 p Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: SLU V1`F-�( �� 5) JLI% t_ �yy, Phone#: P6 37 7'7;>,?2) Address: n,� City: / �'! (r19✓`a i S��U ./i -� Qualifier Name: C7 State Certification or Registration M �-� Zip: C— / / 0 Certificate of Competency #: DESIGNER: Architect/Engineer: 0-0 z Phone#: 3a�6C�ti ZS-% 3 Address: Q l i5 %li �%� ► rD City: "/4 /k State: Zip: / / - ,., �,. b f%O - .ram Value of Work for this Permit: $J Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration (•D New ❑ Repair/Replace I —I Demniitinn Specify color of color tnru we: Submittal Fee $_ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Structural Reviews $ Bond $ Q r, TOTAL FEE NOW DUE $ 8 ��CIQ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. I - Signature J r OWNER or AGENT The for oing instrument was acknowledged before a this day of r 20 by 'ho is ersonally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: l Y/1 t"llti'SC� M• Seal: �:.�CLARISSA A. RODRIGUEZ MY COMMISSION # GG 041376 EXPIRES: December 30 2020 Bonded Thru Notary Pubk UnderwrNers APPROVED BY (Revised02/24/2014) Signature 2 E CONTRACTOR The foregoing instru �; st day f _ f�l �F el1'tf L4 me or identii Print: Seal: produced acknowledged before me this 1 20 JL_ by is pe sonally known to q- as did take an oath. \��X�`��pY pRjFT�//� gam``•,"�1� � • • cY �26' � * • r � �tT266 �, � �, Inded Plans Examiner Zoning Structural Review Clerk gECEIVED jC I fc;>_ JUN 112019 BY: 1 1 ShowRoom: 2705 W 76 St Miami, FL 33016 Ph. #: (305) 716-8676 Fax #: (305) 819-8177 11 # alv i \ amw@angelinimetalworks.com-www.angelinimetatworks.com # 1 SLUYTER Construction, LLC. # Job Site: j # Greg Sluyter 9400 North Bay Shore Dr It i Office: 970.379.9730 1 Miami Shore, FL 33138 # a 1 a # a 1 t # t # WROUGHT IRON GUARD RAIL: ° # t 25' Proxy of Wrought iron guard rail t i $ 5250.00 All # # installation Surface mounted with flat bar $ 920.00 i a a Material: Round 5/8" picket — Rectangular wood cap Painted in Dark Bronze or Black color a a a # # a t a t 1W a t t � a t � # t K-'' i t a t # E # t # t i a 1 # 1 # t Note: Material specification and prices might change after Engineer Calculation (not INCLUDED IN THIS QUOTE) and/or City Comments. # ► This Product has not been submited under any Lab Test. Sales tax are not included in this quote but they could be included in case apply a # a i Friday, March 1, 201.9 #a a # ate...» �............�,»«....»........�,..» �.....»..» �..........................�».....s®�..�»..»..»�.....,.»..»�............»....,..»........«..................,..�.»�... t � --------------------------------------------------------------------------------------- ShowRoom: 2705 W 76 St Miami, FL 33016 t t �fj <'l r� VJ�f ✓1�a✓1� Ph. #: (305) 716-8676 Fax #: (305) 819-8177 i t " amw@angelinimelahvorks.com-www.angelinimetaKvorks.com t t t t t ALL QUOTES ARE SUBJECT TO REVIEW AFTER 60DAYS t t t TERMS AND CONDITIONS: t t If required, The Owner shall be responsible to obtain any shop drawing and/or permits required by any municipality and or governmental agency. 1 t t t Upon execution of this invoice owner shall deliver to Angelini Metal Works fifty ( 50%) percent of the total price as a deposit. Twenty (20%) with 80%of the project installed , Twenty t ( (20%) with completed installation (100%) and final Ten (10%) percent after final inspection and/or punch list to Angelini Metal Works Corp. t t We accept: Personal Check, Cash , Pay Pal transactions are subject to a 1.7% processing fee. t t t t t These products may or may not comply with your local building codes. Owner upon request by Angelini Metal Works shall provide a survey of the real property. Any damage by t t Angelini Metal Works to any utilities cables, gas lines, and cable television shall be the responsibility of the owner, if owner fails to provide a current survey. Also will not be t i t i responsible for any installation performed by others. The buyer compromises to do not use this product as a display or to exhibit for selling porpoise. t t Any modification, amendment and or changes to description of work and material by the owner shall be by a written instrument request and agreed upon by both parties within forty t —eight (48) hours from the date of this invoice. t t t There will be no returns accepted under any circumstances. Any additional costs for material and/or labor as a result of any modification, amendment and or changes to the work, the i t owner shall upon demand by Angelini Metal Works pay said sum. t t t t t t NOTICE: Failure to make payments in full upon as per this invoice will result in a charge of 1.5%per month of balance due, including any legal fees and costs in order to collect any t t t sums due. t t I jI / We are the legal owners of record of the real property and have read and understood the above invoice/work order and agree with all t t terms and conditions mentioned above. In the event of non-payment as required by this agreement we hereby authorize Angelini Metal Works the right to file a claim of lien on the f t f t real property. t t Note: Material specification and prices might change after Engineer Calculation and Final Measurements. Sales tax are not included in this quote. Engineering calculations and t t i t Expediting Permit Fees and/or City Permits for all interior &exterior work provided by AMW are not included in this proposal. Cost for structural or other lab test if required is not f t included in this contract. The Contractor shall furnish and make available to the Subcontractor the following facilities, equipment and services; these shall be furnished at no cost to i the Subcontractor unless otherwise indicated below: Water, electricity, temporary toilet, dumpster. AMW does not provide any Temporary/Safety Guard Rail and/or Barrier. We t assume that the existing slab can support the new structure reactions. t i t 1 t ! C t Angelini Metal Works is not responsible for any damage produced to any AMW's product after the Installation. The customer is responsible to protect the product. AMW is not l t responsible for any plaster, fixing tile or any additional damage produce at the moment of des installation of the existing aluminum rail. t t f t t t t I t t t t 8 t AMW's Signature: Customer Signature: i i Print Name: Print Name: t t t t Date: Date: f t ° t Friday, March 1, 201.9 1 t Note: Material specification and prices might change after Engineer Calculation. Y• t L`aLg�. 7 04,44 1. &ajL P. E Florida P.E #: 68447 13155 SW 134th Street, Suite 119, Miami, FL 33186 - Phone -Fax # (305) 253-9442 l LL � PROJECT: STEEL PICKET STAIR & BALCONY RAILING H=42�'v Q Work at: 900 NORTH BAY SHORE DR. 9400 NORTH BAY SHORE DR., MIAMI SHORE, FL33139 � ° - j Gi ' 5 � CUSTOMER: ANGELINI METAL WORKS -- DESIGNER: Cesar Castillo P.E .•.. . . .... ...... STATE OF FLORIDA REG. # 68447 '..' ..•• •' ...... .. . ...... CODES AND SPECIFICATIONS: .... .... ..... ...... A.I.S.0 14TH EDITION .. .. . . . ..... ...... FLORIDA BUILDING CODE 2017 ...... •• A.S.C.E 7-10 ...... CONSULTING ENGINEER 13155 SW 134th STREET, SUITE #119 MIAMI, FL 33186 PHONE # (305) 253-9442 FLORIDA P.E. #68447 APR 26 2019 CZM4 f. &4MtO P-E Florida RE #: 68447 13155 5W 134th Street, Suite 119, Miami, FL 33186 - Phone -Fax # (305) 253-9442 STEEL PICKET BALCONY RAILING H=42", CALCULATIONS - F.B.0 2017 - A.I.S.0 14TH EDITION - A.S.C.E 7-10 H = 42 in POST DISTANCE= 48 in = 4.0 ft TYPE= STEEL CODES: AISC 14TH EDITION FLORIDA BUILDING CODE 2017 ASCE 7 - 10 1.- TYPICAL PICKETS = (1) Steel Pipe 1/2" � Sch 40 @ max 4 1/2" O.0 Load= 18.75 Ibs 50 plf X 4 1/2" Height= 42 inches M= 18.75 x 42.00 = 787.50 lb - in Then M = 0.79 Kip - in (USING STRUCTURAL STEEL A53 Grade B, Fy=36Ksi) 0.66xFy 23.76 Ksi Then Srqr = 0.79 = 0.033 in3 23.76 Then try with : (1) Steel Pipe 1/2" � Sch 40 @ max 4 1/2" O.0 Sxx= 0.041 in3 > 0.033 o.k THEN USE: (1) Steel Pipe 1/2" 4) Sch 40 @ max 41/2" O.0 2.- CHECKING CRITICAL CONNECTION BOTTOM FLAT BAR TO WOOD BACKING - DETAIL 3/ SD-5 • : 0 : •. Moment = 1575 lb -in Moment Per two Pickets ; . • . • • • • • • • • • • h= 0.75 in Pivot distance for bolt • • • • T= 2100 Ibs Total load • • • S= 37.50 Ibs Total load - Per two Pickets • • • • • • • • • T=Tension= 2100 Ibs Per Each Bolt • • •. • • • .... .. .. ..... S=Shear= 38 Ibs Per Each Bolt • • • • • • • • • • • • Checking Tension - Wood -bolts (NDS 2005): . • •.. • : • • • • • • • • • • • Try using = (1) 3/8" � Lag Bolt (Min. penetration 3 1/2") @ max 4 1/2" O.0 Into Wood Beam - See Attachl;q .... • . • Spacing Between Bolts= > 1 1/8" (3D) in 100% -100% FULL DESIG � • • • • • ( ) ❑E" in 100% -100% FULL SIG • End Distance= > /2 1 1 4D • • • • • • • • • Single Withdrawal design (Vi 352.00 lbs Per inch of penetration into side grain of wood member. : • • Length of penetration (L) = 3.5 inch Checking: Allow. Tension = 1232.00 x 2 x 100% W xL 2464 Ibs > 2100 Ibs Ok. THEN USE: (1) 3I8" 4) Lag Bolt (Min. penetration 3 1/2") @ max 4 112" O.0 Into Wood Beam - See Attached C"" f. PE. CONSULTING ENGINEER 1 13155 SW 134th STREET, SUITE #119 MIAMI, FL 33186 PHONE # (305) 253-9442 rI C- RInA r0 006447 APR 26 2019 0444 t. &4atlft P.E Florida P.E #: 68447 13155 5W 134th Street, Suite 119, Miami, FL 33186 - Phone -Fax # (305) 253-9442 Checking Shear - Wood: Try using = (1) 3/8" � Lag Bolt (Min. penetration 3 1/2") @ max 4 1/2" O.0 Into Wood Beam - See Attached Spacing I/D = 6.00 Between Bolts > 1 7/8" (51)) in 100% 100% FULL DESIGN Edge Distance I/D = 6.00 (Tab. 11.5.1A) > 9/16" (1.5D) in 100% 100% FULL DESIGN Single Shear design (Z) = 190.00 Ibs See Table 11 K (Attachment), Shear Force Perpendicular to grain Checking: Allow. Shear 190.00 x 3 x 100% 570 Ibs > 38 Ibs Ok. CHECKING COMBINED STRESSES 2100 + 38 = 0.92 < 1.0 2464 570 THEN USE : (1) 318" (� Lag Bolt (Min. penetration 3 1/2") @ max 4 1/2" O.0 Into Wood Beam - See Attached *STEEL FLAT BAR 1 1/2"x1/2" AS TOP RAIL IS........................OK o.k •••••• •• • •••••• CONSULTING ErldlNftR • ••••.• • 131.55 SW 134th STRECt,*,VQ'E #119 � �• MIAMI, FL 33186 ' : : • • • • • • PHONEY # (305CC) 2V3--9,4942 • • • • ' :••••: �k0,g1nA PG. #664470 : 0000 • • STEEL FLAT BA 1» x' STEEL PICKETS PIF 10 SCH 4 STEEL FLAT BA 1 X� LAG BOLTS Y2" INTO EXISTIN WOOD STRINGE EXISTIN WOOD BEA STEEL BALCONY ELEVATION STAINLESS STEEL STAIR RAILING TOP VIEW 4'-0" 0 8 0 0 STEEL STAI R RAILING STEEL BALCONY RAILING 0 I 00 O O O O O a• EXISTING CONCRETE WALL . .a ; a a e n •d . c• c � a � c a STEEL RAILING DETAIL STEEL FLAT BAR 1J"xl" STEEL PICKETS PIPE 10 SCH 40 3' 16 (1)LAG BOLTS 3/a" 0 @ 4Y2" O.0 6 (MIN. PENETRATION 3Y2") INTO EXISTING WOOD BEAM STEEL FLAT BAR I„ „ 12 X14 EXISTING WOOD BEAM 6"X4" GENERAL STEEL NOTES ••••• - ALL STRUCTURAL TUBES & PIPES TO BE STEEL A53 GRADE•4•9 Fy=36Ksi. •••• - ALL STRUCTURAL PLATES TO BE STEEL A36, Fy= 36Ksi. ••••• - ALL WELDED CONNECTIONS TO BE FULLY WELDED 3/6"-E70X4C• Lo - ALL WELDS COVERED WITH CORROSION RESISTANCE COATINQr••- - ALL STRUCTURES DESIGNED IN ACCORDANCE WITH: • F.B.0 2017 A.S.C.E 7-10 A.I.S.0 14TH EDITION - NOTIFY ENGINEER OF ANY ERRORS / OMISSIONS FOUND OR IF ANY PART OF THE DRAWINGS IS NOT UNDERSTOOD BEFORE PROCEEDING WITH THE WORK. RAILING DESIGN LOADS THE FOLLOWING LOADS WERE USED: - RAILINGS: 200 LBF (IN ANY DIRECTION ON TOP RAIL) - 50 PLF (IN ANY DIRECTION ON TOP RAIL) - 25 PSF (ON AREA BETWEEN PICKETS AND FLOOR) - ALL LOADS ARE NON CONCURRENT. DATE: 04 REVISIONS 'i' 9 BY Y r� O 00 — co � 00 00 w Lr, OLD M O Ln Z woo J Z X r Q W OQN - O =� z � Q Cm 0 CV cm a e o' 0,0 wco Q M s••� ••• ch JL.. ••• V) L • a• • 0 • w ... J .m 0 • • Lu Q ..:..' .:z d o ...... a • rn •. SHEej **9CRIPTION 'OP VIEW, ELEVATION ;ECTION & NOTES SHEET: 2 of 2