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RC-18-2161I RIV 0 �h 1w-J�- ✓v )- l� v ee��, • 'RCI�-2ihi 1 1 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address r`�2..1J'J1P%�,� Issue Date: 03/29/2019 Parcel Number 1168 NE 101 ST, Miami Shores , FL 33138 1132050190240 Contacts Permit NO.: RC-8-18-2161 Permit Type: Building (Residential) Work classification: Garage Enclosure Permit Status: Approved Expiration: 09/25/2019 CHRISTOPHER & MARGARET SMITH Owner CHRISTOPHER & MARGARET SMITH Applicant 1168 NE 101 ST, MIAMI SHORES, FL 33138 1168 NE 101 ST, MIAMI SHORES, FL 33138 REGOSA ENGINEERING SERVICES INC Contractor GUSTAVO VELEZ 15700 NE 2nd AVE, MIAMI, FL 331624267 Business:7862622964 CONTRACTORWORK@GMAIL.COM Other:7863448720 Description: GARAGE CONVERSION Valuation: $ 28,000.00 Inspection Requests: I05pe62-499 TotalSq Feet: 300.00 Fees Amount CCF $16.80 CO/CC Fee $50.00 DBPR Fee $12.60 DCA Fee $8.40 Education Surcharge $5.60 P&Z Review Fee $35.00 P&Z Review Fee $35.00 Permit Fee $840.00 Scanning Fee $24.00 Structural Review ($90) $90.00 Structural Review ($90) $90.00 Technology Fee $22.40 Total: $1,229.80 Building Department Copy Payments Date Paid Amt Paid Total Fees $1,229.80 Credit Card 03/29/2019 $1,229.80 Amount Due: $0.00 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 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 zon' ut ermore, I authorize the above named contractor to do the work stated. If I �j Auth eziro d Sigaature: Ownerpplicant / Contractor / Agent Date March 29, 2019 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION *BUILDING ❑ ELECTRIC ❑ ROOFING La 14 2018 BY: _I FBC 20 1-j�� Master Permit No.7P—C (FL2 I G I Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: 1168 NE 101 STREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3205-019-0240 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Christopher & Margaret Smith Phone#: Address: 1168 NE 101 STREET City: MIAMI SHORES State: FL Tenant/Lessee Name: Email: hone#: Zip: 33138 CONTRACTOR: Company Name: REGOSA ENGINEERING SERVICES, INC Phone#: 786-262-2964 Address: 15700 NE 2 AVE City: MIAMI Qualifier Name: GUSTAVO VELEZ State: FL Zip: 33162 Phone#: 786-262-2964 State Certification or Registration #: CGC-1508952 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 0' -00�0 Square/Linear Footage of Work: 3 (M• 04) Type of Work: ❑ Addition N Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: GARAGE CONVERSION. Specify color of color thru tile: Submittal Fee s2�00 - CC�) Permit Fee $ 4c) ' CCF $ - 'ry SC) CO/CC $ ' oO Scanning Fee $ 24 . I Radon Fee $ Q DBPR $ J L. I O 6 Notary $ Technology Fee $ Z 2' -' 0 GT�raining/Education Fee $ S � b Double Fee $ Structural Reviews $ V I Bond $ E->oib BLS (� • a0 L TOTAL FEE NOW DUE S , ZZ I - 80 (Revised02/24/2014) 11-7 n 9' e) M Bonding Company's Name (if applicable) Bonding Company's Address _ city State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $250 , the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be a L. vered to the person whose property is subject to attachment. Also, a•certified copy of the recorded notice of commencement mu )suhposted osted at the job site for the first inspection which occurs seven (7). days after the building permit is issued. In the absence f notice, the inspection will not be approved and a reinspection fee will be charged. Signature 71�7 Signatu OWNER or AGENT The foregoing instrument was acknowledged before me this 2 CfM day of 20 /� by �''/i!✓�T- �rrii�? , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PU Sign:. Print: I a S The foregoing instrument 1 a o aged before me this 22 day of MAY 20 18 by GUSTAVO VELEZ , wh is personally known me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: An, Print: Seal: Seal: tMr Jodi Eft Card o NOTARY PUBLIC 1TATE (F FLORIDi ************* W * Comrr* GGI$5896* ********************* s�NCE 19�, Expires 2/14/2022 APPROVED BY t I Plans Examiner M V 4h/ 1 itJ Structural Review (Revised02/24/2014) t1 ,,,►r..°4 LUZ EDITH GIRALDO NOTARY PUBLIC • STATE OF FLC �« COMMISSION 0 FF20345� My Commisslon ExpiresMerch 2 *********** Zoning Clerk Property Search Application - �r Miami -Dade County Page 1 of 1 IF THE PRO PE A PPRAIS E R Summary Report Property Information Folio: 11-3205-019-0240 Property Address: 1168 NE 101 ST Miami Shores, FL 33138-2607 Owner CHRISTOPHER C SMITH MARGARET N SMITH Mailing Address ........................_®� 1168 NE 101 ST MIAMI SHORES, FL 33138 PA Primary Zone _..__. 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use _.. 0101 RESIDENTIAL -SINGLE FAMILY : 1 UNIT _.... 2/2/0 ... ........ Beds / Baths / Half Floors 1 Living Units 1 Actual Area 2,516 Sq.Ft Living Area 1,974 Sq.Ft Adjusted Area 2,245 Sq.Ft Lot Size 12,211.82 Sq.Ft Year Built 1949 Assessment Information Year 2018 2017 2016 Land Value $439,312 $439,312 j $409,495 ...............__..-_ �_..__.--._.....__... Building Value $170,096 $157,943 $158,037 XF Value $23,957 $24,144 $24,331 Market Value $633,365 $621,399 $591,863 Assessed Value $404,066 $395,756, $387,617 Benefits Information Benefit .............. _ Type __ 2018 ____. 2017 2016 _____......_ Save Our Homes Assessment $229,299 $225,643 $204,246 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 ...................... Second _._ _ ....._.........__.. JExemption $25,000 $25000 , $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 8 REV PB 43-67 LOT 1 BLK 177 LOT SIZE IRREGULAR OR 19094-1792 04 2000 1 Generated On : 8/14/2018 Taxable Value Information ! i_.....__._ County 2018 2017 __._._ 2016 ... .................. ............. Exemption Value $50,000 $50,000 $50,000 Taxable Value $354,066 $345,756 $337,617 School Board Exemption Value $25,000 $25,000 $25,000 _ - Taxable Value $379,066 -... $370,756 __._.w -...__........._......_ $362,617 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $354,066 $345,756 $337,617 __................................ Regional Exemption Valf]Ei�= Taxable Value $50,0001 .......... __........__..._...._1 $345,7561 $50,000 ................._._..---.._.............__.. $337,617 Sales Information Previous OR Book - Price Qualification Description Sale Page_ Corrective, tax or QCD; min 06/16/2010 $0 27321-1606 consideration 07/15/2009 $375,000 26948-4868 Qual by exam of deed 04/01/2000 $310,700 19094-1792 Sales which are qualified 11/01/1993 $190,500 16135-4824 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 8/ 14/2018 r TRAVIS HENOALL Planning & Zoning Director DEVELOPMENT ORDER 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138-?382 TELEPHONE: (3051 795-2207 FAX: (3051 756-8972 File Number: PZ-7-26-18-57 Property Address: 1168 NE 101" Street Miami Shores FL 33138 Property Owner/Applicant: Christopher and Margaret Smith Address: 1168 NE 10l' Street Miami Shores FL 33138 Agent: Carlos Cardenas Address: 505 NE 30 ST, Miami, FL 33137 Whereas, the applicant Christopher and Margaret Smith (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval required for a garage conversion. Whereas, a public hearing was held on July 26, 2018 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Approval is granted as shown on the plans submitted and made a part of this approval. 2) Applicant to maintain two (2) legal parking spaces on site. Pagel of2 VISIT US I www.miamishoresvillage.com 3) Applicant to apply for and obtain all required building permits from the Building Department before beginning work. 4) Applicant to apply for and obtain all necessary permits and approvals from outside agencies. 5) Applicant to obtain all required permits and approvals from the Miami -Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami -Dade Department of Health (DOH/HRS) as required. 6) Applicant to meet all applicable code provisions at the time of permitting. 7) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. 8) Applicant to complete a covenant in the form of a "Declaration of Use" assuring the property is used only for a single family purpose, record the covenant with the Miami -Dade County Recorder and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official. 9) The applicant creates a 5-foot landscape buffer in front of the converted garage space. The application with conditions was passed and adopted this 26th day of July, 2018 by the Planning and Zoning Board as follows: Motion to approve subject to Staff recommendations by Ms. Hegedus, seconded by Mr. Bergman and the Motion passed 3/0. Mr. Snow Yes Mr. Bergman Yes Ms. Hegedus Yes Mr. Brady Absent Chairman Busta Absent 012110 Date avid Snow Vice Chair, Planning Board Page 2 of 2 Property Search Application - Miami -Dade County It Page 1 of 8 Address Owner Name Folio SEARCH: 1168 NE 101 St Back to Search Results PROPERTY INFORMATION Folio: 11-3205-019-0240 Sub -Division: MIAMI SHORES SEC 8 REV IN PB 43-67 Property Address 1168 NE 101 ST Owner CHRISTOPHER C SMITH MARGARET N SMITH Mailing Address 1168 NE 101 ST MIAMI SHORES, FL 33138 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half Floors Living Units Actual Area 2/2/0 1 1 2,516 Sq.Ft Sulte https://www8.miamidade.gov/Apps/PA/propertysearch/ 5/23/2019 Property Search Application - Miami -Dade County Page 2 of 8 Living Area Adjusted Area Lot Size Year Built 1,974 Sq.Ft 2,245 Sq.Ft 12,211.82 Sq.Ft Multiple (See Building Info.) Featured Online Tools Comparable Sales Glossary PA Additional Online Tools Property Record Cards Property Search Help Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison https://www8.miamidade.gov/Apps/PA/propertysearch/ 5/23/2019 Property Search Application - Miami -Dade County Page 3 of 8 Special Taxing District and Other Non -Ad valorem Tax Estimator Assessment TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION Year 2018 2017 2016 Land Value $439,312 $439,312 $409,495 Building Value (:T096 $157,943 $158,037 Extra Feature Value $23,957 $24,144 $24,331 Market Value $633,365 $621,399 $591,863 Assessed Value $404,066 $395,756 $387,617 TAXABLE VALUE INFORMATION 2018 2017 20161 ._.__.__._.___...__.___ _ ___________-... _.......________ COUNTY Exemption Value Taxable Value $50,000 $354,066 $50,000 $345,756 $50,000 $337,617 SCHOOLBOARD I ._.. ........ _..-..__ --- __.____...__.._.._..__._._-_ Exemption Value --.. _....___._....._- __..._...._ _..-..___.____---- $25,000 __............... $25,000 ... _..._.-----_____.___.__; $25,000 1 Taxable Value $379,066 $370,756 $362,617; CITY _._..__.._._..... __................. ___._...._...-_._._.. 1 _._.._.._..._._..._......_� Exemption Value _.__...._.---- ------- ........._._..--___.._.__._._..._.__.__ .. $50,000 $50,000 $50,000 Taxable Value $354,066 $345,756 $337,617 REGIONAL Exemption Value Taxable Value $50,000 $50,000 $50,000 $354,066 $345,756 $337,617 BENEFITS INFORMATION Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $229,299 $225,643 $204,246 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). https://www8.miamidade.gov/Apps/PA/proper ysearch/ 5/23/2019 1355 N.W. 97th AVE SUITE r ,�, SURVEY No. 9-0000626-2 200M/AMI, FLORIDA 33172 TELEPHONE: (305) 264-2660 u V� a pururg-ar's .:l n c • FAX: (305) 264-0229 LAND SURVEYORS SHEET No. 2 OF 2 DRAWN BY: ARY. (AL.) BOUNDARY SURVEY SCALE = 1 " = 20' '"• PS �VF�� E . p5 �J� µ� • .. • • • • • . r. ., ±26.00' PWY , ►iwv • 7.49 ' F.I.P 3/4' • . 7.56 7.48 NO CAP' ••• �� ' E. r' x� x� 118.30' W.M. 146.05 NO CAP x� 90°01011' ;� P.R.M. 7.55 ASPHALT•DRIVEWAY F.I.P 3/4„ ' ^ 6 95„ NO CAP 6.78 7.00 7.83 V x�_ zp x� t 8.14 W) 18.75' 9.05 IR 1j LOT-2 x � N LOCK - 177 7'44 4. 4.10' , ; I' 7.03 'gyp' M + Cl) 24.30' `D 7.18 — 6.69 40 x� x// 6 Q�. N- N �x " ONE STORY 11.60' RES. # 1168 ' ON/PL .�,�. LOT-1 v BLOCK - 177 v 7 27 of F.F.E.=9.53' a 12.35' ;� GARAGE EL.=7.25' ^ v •.*4J: 6' W.F. f X + w A/C v 26.40' v> + PUOMF Q Q� 4 it PL. 7.11 * v 17.45' . ., w 7.50 �: •.. 8.63 PL.• • ' 7.20• •• . 6.88, r? . ; • J ¢ PS.• , ' 7,43 ?� 6' W.F. 6.61'' ui ui 7.48 Q0 POOL - 65 6.4 g'' I 4�• T 2 2 9 OHPL a cb BY. NO CAP i ID�.N.o RF CAI 6.13 9.0'PVMrAL 14L EX P:}~�6.73. NO I I J Q LI 4' C.L.FBY: }fi r "✓' -im 'ShrrCs Villagg Y DATE nFPT SURVEYOR'S NOTE: T" " -E OT 10 CGNIP11AMCE WI fH All FEUERAL • There may be Easements recorded in the Public Records not shown on this Survey. E �. Lf I�h 1 / nLI:S L PlL) 'rUULAT'OtdS E ,ADCAM,Wf',1-\T.,1 Awl 712012009 3 IS 10 I'M EST`- 1355 NW 97TH AVE, SUITE 200 MIAMI, FL 33172 TELEPHONE: (305) 264-2660 Nova Surveyors, Inc. SURVEY NO 9-0000626-2 FAX: (305) 264-0229 DRAWN BY: A.A. LAND SURVEYORS SHEET NO 1 OF 2 SURVEY OF LOT 1, BLOCK 177, OF REVISED PLAT OF MIAMI SHORES SECTION EIGHT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43, PAGE 67, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 1168 NE 101 ST, MIAMI, FL 33138 FOR: CHRISTOPHER SMITH LOCATION SKETCH Scale 1" = NT.S. ABBREVIATION AND MEANING LEGEND TYPICAL A = ARC A/C = AIR CONDITIONER PAD A.E. = ANCHOR EASEMENT A/R = ALUMINIUM ROOF A/S = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR.=ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R. = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN.BEG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT L.P. = LIGHT POLE M. = MEASURED DISTANCE M/H = MANHOLE N.A.P. = NOT APART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE O.H.L. = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK O/S = OFFSET OVH.= OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL. = PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT.=PAVEMENT PWY = PARKWAY R. = RECORD DISTANCE RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT R/W = RIGHT-OF-WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. #6044 SWK. = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED -4: = ANGLE = CENTRAL ANGLE = CENTER LINE 41 = MONUMENT LINE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ("SURVEY"): THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. THE TERM "ENCROACHMENT" MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. - ARGHi1 ECTS SI!ALL VERIFY ZONING P.GGULATI!)N'Z, RFSTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED, HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A. AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: AE COMMUNITY/PANEL/SUFFIX: 120652 0093 J DATE OF FIRM: 03102/1994 BASE FLOOD ELEVATION: 8 FT. CERTIFIED TO: CHRISTOPHER SMITH —OH- OVERHEAD UTILITY LINES ZzZZ C.B.S. = WALL lCBWI -*-X C.L.F. = CHAIN LINK FENCE -do- I.F. = IRON FENCE W.F. = WOOD FENCE • 0.00 = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS, 2) THIS IS A SPECIFIC PURPOSE SURVEY 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI-DADE COUNTY. ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEOGRAPHIC VERTICAL DATUM OF 1929 MIAMI DADE COUNTY BENCH MARK NO. B-26-RA LOCATOR NO. 3250 NE ELEVATION 17.23 FEET OF N.G.V.D. OF 1929 SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STA UTES. BY ULURCit IHAHHA (DATE OF FIELD WORK) -A/ If- /8 PROFESSIONAL LAND SURVEYOR NO. 2534 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: N ,P` �. w III E 3NO.2534 avi�yZ�Q'{ D SURVEYOR'S SEAL I S 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: CHRISTOPHER SMITH A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 1168NE101ST City State ZIP Code MIAMI Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 1, BLOCK 177, REVISED PLAT OF MIAMI SHORES SECTION EIGHT, PB. 43, PG. 67 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25°52'05.97" Long. 80°10'26.07" Horizontal Datum: [] NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 887.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 8 c) Total net area of flood openings in A8.b 887.00 sq in d) Engineered flood openings? ❑ Yes 0 No A9. For a building with an attached garage: a) Square footage of attached garage 200.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? Yes No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State MIAMI SHORES 120652 MIAMI-DADE Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 12086CO306 L 09-11-2009 09-11-2009 AE 8 FT B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: FIS Profile 0 FIRM 0 Community Determined (] Other/Source: B11. Indicate elevation datum used for BFE in Item 69: @§ NGVD 1929 0 NAVD 1988 0 Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes [@ No Designation Date: 0 CBRS OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 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: 1168 NE 101 ST City State ZIP Code Company NAIC Number MIAMI 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: B-26-R Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 7.53 ❑x feet ❑ meters b) Top of the next higher floor 9.53 ❑ic feet (] meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A ED feet ❑ meters d) Attached garage (top of slab) 7.25 Z feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 7.50 ❑x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 7.06 ❑x feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 7.44 x❑ feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including ❑ feet 7.06 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. / 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? 0 Yes ❑ No ❑x Check here if attachments. Certifier's Name License Number GEORGE IBARRA 2534 GE Title ��.• t PROFESSIONAL LAND SURVEYOR �.f ,k�•' G� �* d NO. ul Company Name NOVA SURVEYORS, INC. n o° rn `� TE OF = 2 Address 1355 NW 97 AVE, SUITE 200 �ORtpP . oq AN sU¢�{ City State ZIP Code MIAMI Florida 33172 Signature Date Telephone Ext. 01-19-2018 (305) 264-2660 Copy all pa s of this Elevation Certificate and 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) SECTION C 2 (E) LOWEST ELEVATION MACHINERY IS A/C PAD. LAT. & LONG. PROVIDED BY GOOGLE EARTH. CROWN OF ROAD ELEVATION = 8.13 FT; FLOOD VENTS ELEVATION= 7.53 FT 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: 1168NE101ST City State ZIP Code Company NAIC Number MIAMI 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 0 feet ❑ meters [j above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is feet Q 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 0 feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name CHRISTOPHER SMITH Address City State ZIP Code 1168 NE 101 ST MIAMI Florida 33138 Signature Date Telephone Comments [] Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 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: 1168NE101ST City State ZIP Code Company NAIC Number MIAMI Florida 33138 SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction (] Substantial Improvement G8. Elevation of as -built lowest floor (including basement) ❑feet E] meters of the building: Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet []meters Datum G10. Community's design flood elevation: ❑ feet [] meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 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: 1168 NE 101 ST City State ZIP Code Company NAIC Number MIAMI 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. L � s f Photo One Photo One Caption FRONT VIEW Clear Photo One A �1 il T - Photo Two Photo Two Caption REARVIEW Clear Photo Two FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 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: 1168NE101ST City State ZIP Code Company NAIC Number MIAMI Florida 33138 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. 71 � 1 Photo Three Photo Three Caption LEFT VIEW Clear Photo Three `4 I i k Photo Four Photo Four Caption RIGHT VIEW Clear Photo Four FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 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: CHRISTOPHER SMITH A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 1168 NE 101 ST City State ZIP Code MIAMI Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 1, BLOCK 177, REVISED PLAT OF MIAMI SHORES SECTION EIGHT, PB. 43, PG. 67 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat.25°52'05.97" Long. 80°10'26.07" Horizontal Datum: ❑ NAD 1927 ❑X NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 887.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 8 c) Total net area of flood openings in A8.b 887.00 sq in d) Engineered flood openings? ❑ Yes 0 No A9. For a building with an attached garage: a) Square footage of attached garage 200.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A 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 MIAMI SHORES 120652 MIAMI-DADE Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 12086CO306 L 09-11-2009 09-11-2009 AE 8 FT 1310. 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 69: ❑X NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑X No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 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: 1168 NE 101 ST City State ZIP Code Company NAIC Number MIAMI 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: B-26-R Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. ❑X NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 7.53 ❑x feet ❑ meters b) Top of the next higher floor 9.53 ❑X feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A ❑x feet ❑ meters d) Attached garage (top of slab) 7.25 ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 7.50 ❑x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 7.06 ❑x feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 7.44 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including feet ❑ 7.06 meters ❑ structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? Z Yes ❑ No ❑X Check here if attachments. Certifier's Name License Number GEORGE IBARRA 2534 GE I I Title PROFESSIONAL LAND SURVEYOR *�•' O�� X : NO. 2 UA Company Name NOVA SURVEYORS, INC. m :Of d N -ATE OF 4 �9y Address 1355 NW 97 AVE, SUITE 200 141LORM 2 <,�No -gV�'IS{o City State ZIP Code MIAMI Florida 33172 Signature r 7FDate Telephone Ext. OZA� 01-19-2018 (305)264-2660 Copy all pages of this Elevation Certificate and 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) SECTION C 2 (E) LOWEST ELEVATION MACHINERY IS A/C PAD. LAT. & LONG. PROVIDED BY GOOGLE EARTH. CROWN OF ROAD ELEVATION = 8.13 FT; FLOOD VENTS ELEVATION= 7.53 FT 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: 1168 NE 101 ST City State ZIP Code Company NAIC Number MIAMI Florida 33138 SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) ❑ feet ❑ meters 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. Form Page 4 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: 1168 NE 101 ST City State ZIP Code Company NAIC Number MIAMI 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 E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet [:]meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name CHRISTOPHER SMITH Address City State ZIP Code 1168 NE 101 ST MIAMI Florida 33138 Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 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: 1168 NE 101 ST City State ZIP Code Company NAIC Number MIAMI 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. A Photo One Photo One Caption FRONT VIEW Clear Photo One r f r r� �~ Photo Two Photo Two Caption REAR VIEW Clear Photo Two FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 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: 1168 NE 101 ST City State ZIP Code Company NAIC Number MIAMI Florida 33138 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. V .r 3� Photo Three Photo Three Caption LEFT VIEW Clear Photo Three Grp k« t 4 lx Y, 40 Photo Four Photo Four Caption RIGHT VIEW Clear Photo Four FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 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: CHRISTOPHER SMITH A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 1168NE101ST City State ZIP Code MIAMI Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 1, BLOCK 177, REVISED PLAT OF MIAMI SHORES SECTION EIGHT, PB. 43, PG. 67 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat.25°52'05.97" Long.80'10'26.07" Horizontal Datum: ❑ NAD 1927 ❑X NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 887.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 8 c) Total net area of flood openings in A8.b 887.00 sq in d) Engineered flood openings? ❑ Yes 0 No A9. For a building with an attached garage: a) Square footage of attached garage 200.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A 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 MIAMI SHORES 120652 MIAMI-DADE Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 12086CO306 L 09-11-2009 09-11-2009 AE 8 FT B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑X NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑X No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 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: 1168 NE 101 ST City State ZIP Code Company NAIC Number MIAMI 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: B-26-R Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. ❑X NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 7.53 x❑ feet ❑ meters b) Top of the next higher floor 9.53 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A ❑x feet ❑ meters d) Attached garage (top of slab) 7.25 feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 7.50 ❑x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 7.06 ❑x feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 7.44 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 7.06 ❑x 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 ❑X Check here if attachments. Certifier's Name License Number GEORGE IBARRA 2534 AGE. /@ Title PROFESSIONAL LAND SURVEYOR „`�?• V�� X N0.25 w Company Name NOVA SURVEYORS, INC. a OF Z Address 1355 NW 97 AVE, SUITE 200 FOR%& . o� ANO SURJ�{ City State ZIP Code MIAMI Florida 33172 Signature ate Telephone Ext. 01-19-2018 (305) 264-2660 Copy all pages o this Elevation Certificate and 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) SECTION C 2 (E) LOWEST ELEVATION MACHINERY IS A/C PAD. LAT. & LONG. PROVIDED BY GOOGLE EARTH. CROWN OF ROAD ELEVATION = 8.13 FT; FLOOD VENTS ELEVATION= 7.53 FT 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: 1168 NE 101 ST City State ZIP Code Company NAIC Number MIAM I Florida 33138 SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction [] Substantial Improvement G8. Elevation of as -built lowest floor (including basement) ❑ feet ❑ meters of the building: Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet []meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 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: 1168 NE 101 ST City State ZIP Code Company NAIC Number MIAMI 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 community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name CHRISTOPHER SMITH Address City State ZIP Code 1168 NE 101 ST MIAMI Florida 33138 Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 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: 1168 NE 101 ST City State ZIP Code Company NAIC Number MIAMI Florida 33138 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. "1 z e I Photo Three Photo Three Caption LEFT VIEW Clear Photo Three `Ciqu r, 11 1 I fi M Photo Four Photo Four Caption RIGHT VIEW Clear Photo Four FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 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: 1168 NE 101 ST City State ZIP Code Company NAIC Number MIAMI 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. 14, k Photo One Photo One Caption FRONT VIEW Clear Photo One s • Photo Two Photo Two Caption REAR VIEW Clear Photo Two FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 ' 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: 1168 NE 101 ST City State ZIP Code Company NAIC Number MIAMI Florida 33138 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. 'Mlrr - K �.Ur"75 A .. . I !.•••"! •• • see• •{sees • If�.r1• sees sees i^I/ • • sees J ••e••• • • sees Photo Three Photo Three Caption LEFT VIEW Clear Photo Three i Photo Four Photo Four Caption RIGHT VIEW Clear Photo Four FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS OMB No. 1660-0008 See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTAAT: 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: 1168 NE 101 ST City State ZIP Code Company NAIC Number MIAMI 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. r l "�►� Y••• •••• •• • • • • • • }.r y; • • • •••• • 1 •• •• • • " • • • •• • Y Photo One Photo One Caption FRONT VIEW Clear Photo One ,. �l' • mom; � z` i t 1 Photo Two Photo Two Caption REAR VIEW Clear Photo Two FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 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: 1168 NE 101 ST City State ZIP Code Company NAIC Number MIAMI Florida 33138 SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. PermiZN:;ber '..' G5. Date Permit Issued G6. Date Certificate of • Compliance/Occupancy Issued ... . .. ...... This permit has beef : ued for: ❑ New Construction ❑ Substantial Improvement VT. Elevatibllbf as-builflbwbSt floor (including basement) of the building: • • • ❑ feet ❑ meters Datum • • • . • G•9,, BFE or (in Lone AP);1epM of flooding at the building site: ❑ feet ❑ meters Datum .. . • • • C] feet ❑ meters Datum G10. Comfiufiil'y's design flood elevation: Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 i ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTACIT: 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: 1'�68 NE 101 ST City State ZIP Code Company NAIC Number MIAMI 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 E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the 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 Q abbue or Q6el8w the HAG' E3. Attached garage (top of slab) is ❑ feet ❑ meters ©ebore or [below the HAO. E4. Top of platform of machinery and/or equipment • • • 0 :... servicing the building is ❑ feet ❑ meters a%ore or [}belvW the HAG. ..• •..• E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordesaawith the corwmAmity's ..:. floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certik.thisinformatiarto Section a.. •....• . • SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERT IC TION • • •.. The property owner or owner's authorized representative who completes Sections A, B, and E for Zone At SvyithVt a FEf fti%sued or: • • • community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of myl%lowledge Property Owner or Owner's Authorized Representative's Name CHRISTOPHER SMITH Address City State ZIP Code 1168 NE 101 ST MIAMI Florida 33138 Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 t 1 ELEVATION CERTIFICATE OMB No. 1660-0008 4 , 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: 1168 NE 101 ST , City State ZIP Code Company NAIC Number MIAMI Florida 33138 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters. Benchmark Utilized: B-26-R Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. 0 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) 7.53 ED feet ❑ meters • • • b) TuTr& the neV%ghEt floor 9.53 ❑x feet ❑meters • c) eottijrof the *jorepj rorizontal structural member (V Zones only) N/A ❑x feet ❑ meters • • d) Attached garage{top.of slab) 7.25 ❑x feet ❑ meters • e) lbwect elevation of machinery or equipment servicing the building • • • (Describe type 8flet(laipment and location in Comments) 7.50 ❑x feet ❑ meters 000 000000 •• LoVT ltadjace% jNshed) grade next to building (LAG) ❑ ❑ 000 fl 7.06 x feet meters g) Highest adjacjrttjfiAi:hed) grade next to building (HAG) 7.44 ❑x feet ❑ meters • • h) Cewest adjacen$ grad at lowest elevation of deck or stairs, including ... structural support 7.06 ❑x feet ❑ meters •. •.. • SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑x Yes ❑ No ❑X Check here if attachments. Certifier's Name License Number GEORGE IBARRA 2534 aGE f Title PROFESSIONAL LAND SURVEYOR'GAR A N0.2 d Company Name NOVA SURVEYORS, INC. r a OF Address 1355 NW 97 AVE, SUITE 200 . [ORIO •.. o " • • . . . AND SUP04 City State ZIP Code MIAMI Florida 33172 Signature Date Telephone Ext. 01-19-2018 (305) 264-2660 Copy all pag6sof this Elevation Ce ificate and 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) SECTION C 2 (E) LOWEST ELEVATION MACHINERY IS A/C PAD. LAT. & LONG. PROVIDED BY GOOGLE EARTH. CROWN OF ROAD ELEVATION = 8.13 FT FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 U.S:,DE?ARTMENT 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: CHRISTOPHER SMITH A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 1168 NE 101 ST City State ZIP Code MIAMI Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Descrption, etc.) LOT 1, BLOCK 177, REVISED PLAT OF MIAMI SHORES SECTION EIGHT, PB. 43, PG. 67 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat.25°52'05.97" Long. 80°10'26.07" Hodzontal Datum: P NAD 1927•.j;1AD 1983... A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. • • • • • • • • • A7. Building Diagram Number 8 000000 • A8. For a building with a crawlspace or enclosure(s): • • • • • • • .... . ..... a Square footage of crawlspace or enclosure(s) 887.00 sq ft • • • • • • • • • 00000 • .. .. .... ..... b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above aQaq" Qrade 8 . .. . . . c) Total net area of flood openings in A8.b 887.00 sq in • ' :...;. •' •' • . 00. d) Engineered flood openings? ❑ Yes ED No • • 0 000000 • .. . A9. For a building with an attached garage: a) Square footage of attached garage 200.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A 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 MIAMI SHORES 120652 MIAMI-DADE Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 12086CO306 L 09-11-2009 09-11-2009 AE 8 FT B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 69: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑x No Designation Date: ❑ CBRS ❑ OPA e FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 1355 N.W. 97th AVE SUITE TELEPHONE.((30 I FLORIDA5) 264-2660 Noun Pururgors ..:J n r. SURv-- 9-00006 6-2 FAX. (305) 264-0229 LAND SURVEYORS SHEET No 2 OF? DRAWN BY: ARY. (AL.) j BOUNDARY SURVEY SCALE = 1"= 20' •••••• • • • �••• ±26.001PWY 7.. ••••••* *7*40 0••••0 7.56 F.I. P 3/4" • • . FI•P3/4" x .... 7.48 .... x 118.30' �— NO CAP W.M. N CAP • • ' x • . • 9000 0"' • • • • • P.R.M. .•.•.• 7.55 NO CAP • • • 6.78 7.00 7.83� x Aar } 8.14 18.75' 9.05 LOT-2 in LOCK - 177 7.44 M 4. , 4.10' .. /P7.03 c 7.18 `� 6.69 24.30' 6 40 x � x x q• � C4 N ONE STORY MAW RES. # 1168 OAW L 11.60' LOT-1 BLOCK - 177 H — F.F.E.=9.53' cp 12.35' ;� w GARAGE EL.=7.25' a F- + A/C `� 26.40' POOL 6' W.F. PUMP ,< PL. rt v 17.45' O 7.11 •�r • 2 8.63 7.50 ' 7.0� �• • PL: 6.88, T43 6' W.F. 7.48 .• +:. O ^-fix POOL 46. �. 6.65 A i GWPI- F.I. P 3/4" NO CAP 6' W.F. 4' C.L.F. .SURVEYOR'S NOTE: • There may be Easements recorded in the Public Records not shown on this Survey. F1ADCAM,Wffl"�1Tr.m,Wt MOM,' 1184UPMEST 1355 I;W J71H AVE, SUIT' MIAMI, FL �i3172 Nova S u rvey'ors, Inc. TELEPHONE: (_ i5j 20 FAX: (305) 264-0229 DRAWN BY: A.A. LAND SURVEYORS SURVEY NO 9-0000626-2 SHEET NO 1 OF 2 SU OF 1 BLOCK 177, OF REVISED PLAT OF MIAMI SHORES SECTION EIGHT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT Bp 43, PAGE 67, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. F4ROPEr' ADDRESS: 1168 NE 101 ST, MIAMI, FL 33138 FOR: CHRISTOPHER SMITH LOCATION SKETCH Scale 1" = NT.S. ABBREVIATION AND MEANING LEGEND TYPICAL A = ARC A/C = AIR CONDITIONER PAD A.E. = ANCHOR EASEMENT A/R = ALUMINIUM ROOF A/S = ALUMINIUM SHED ASPH. = ASPHALT B C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B W = CONCRETE BLOCK WALL CH = CHORD CH.B = CHORD BEARING CL = CLEAR C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C P = CONCRETE PORCH C.S = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR.=ENCROACHMENT E.T.P = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F I R. = FOUND IRON ROD F.N. = FOUND NAIL F N.D. = FOUND NAIL & DISK FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN.&EG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT L.P. = LIGHT POLE M. = MEASURED DISTANCE M/H = MANHOLE NA, P. = NOT APART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE O.H.L. = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK O/S = OFFSET OVH.=OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL. = PLANTER P L.S. = PROFESSIONAL LAND SURVEYOR P.O B.. = POINT OF BEGINNING P.O.0 = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT = POINT OF TANGENCY PVMT =PAVEMENT PWY = PARKWAY R. = RECORD DISTANCE RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT RAN = RIGHT-OF-WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. #6044 SWK. = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED � = ANGLE ,n, = CENTRAL ANGLE T = CENTER LINE tl = MONUMENT LINE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ("SURVEY"): - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. - THE TERM "ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A. - AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: AE COMMUNITY/PANEUSUFFIX: 120652 0093 J DATE OF FIRM: 03/02/1994 BASE FLOOD ELEVATION: 8 FT. CERTIFIED TO: CHRISTOPHER SMITH -OH- OVERHEAD UTILITY LINES Z= C.B.S. = WALL (CBW! -*-+F C.L.F. = CHAIN LINK FENCE �o- I.F. = IRON FENCE -ir-rr W.F. = WOOD FENCE • 0.00 = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS, 2) THIS IS A SPECIFIC PURPOSE SURVEY 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI-DADE COUNTY. ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEOGRAPHIC VERTICAL DATUM OF 1929 MIAMI DADE COUNTY BENCH MARK NO. B-26-RA LOCATOR NO. 3250 NE ELEVATION 17.23 FEET OF N.G.V D OF 1929 SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472,027, FLORIDA STAT TES. BY: GEORGE IBARRA ( AA I L W K) PROFESSIONAL LAND SURVEYOR NO. 2534 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: �PART I FI 'Oil rR'P NO. 2534 * n' STATE OF 4 '40RIO7'� {per suP�� SURVEYOR'S SEAL MecaWind Std v2.2.7.7 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprise>.com Date 2/13/2019 Project No. JobNo Company Name True Designed By Engineer ' Address Address Description New windows City City Customer Name Mr. & Mrs. Smith State State Proj Location 1168 NE 101 Street Miami Shore File Location: C:\Users\Valeria\AppData\Roaming\MecaWind\Default.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 •••• Alpha = 9.50 Zg = 900600 f4i • At = 0.11 Bt = 1.00 • • ••••• •••••• • Am = 0.15 Bm = 0.81 • • • • Cc = 0.20 1 = 500•GO•ft• •• •• •••••• Epsilon = 0.20 Zmin = 156QQ %t• • • • Pitch of Roof 3.243 : 12 Slope of Roof(Theta) = 15.12 Deg •••••• h: Mean Roof Ht 12.77 ft Type of Roof = HIPqe••• •••• • • •••••• RHt: Ridge Ht = 15.54 ft Eht: Eave Height = 10.00 •ft ••••• OH: Roof Overhang at Eave- 2.00 ft Overhead Type = OH w(,riq fjt Bldg Length Along Ridge = 67.90 ft Bldg Width Across Ridge= 37.0% ft• • ••• ••�••• • • • Length of Hipped Ridge = 10.00 ft Roof Slope on Hip End = 10.13 OLtj •••••• as • •••••• • • Gust Factor Calculations • • • • • •••••• Gust Factor Category I Rigid Structures - Simplified Method • • �••••• • • Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 • • • •••••• Gust Factor Category II Rigid Structures - Complete Analysis •••• Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.93 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 33.94 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 3253.02 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 67.9 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -20.53 -8.32 Side Walls -0.70 -26.30 -14.09 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 10.00 0.85 1.00 0.80 33.94 16.97 29.19 37.51 Roof Location CP Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------------------------------------------------- Windward - Min Cp -0.57 -22.55 -10.34 Windward - Max Cp -0.06 -7.84 4.38 Leeward Norm to Ridge -0.50 -20.53 -8.32 Hipped End (.00 to 6.39 ft) -0.90 -32.07 -19.86 21 Hipped End (6.39 to 12.77 ft) -0.90 -32.07 -19.86 Hipped End (12.77 to 25.54 ft) -0.50 -20.53 -8.32 Hipped End (25.54 to 41.00 ft) -0.30 -14.76 -2.55 Overhang Bot (Windward only) 0.80 23.08 23.08 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Hipped ends considered as parallel to ridge for all theta. Note (6) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 15.1 Deg, h/l= 0.19 Note (7) Overhang bottom based upon windward wall Cp and GCpi = 0. MWFRS-Wall Pressures for Wind Normal to 37 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure ••• +GCpi (psf) -GCpi (psf) •• • --------------- ---------------------------- •••••• Leeward Wall -0.33 -15.72 -3.50 •••:•• Side Walls -0.70 -26.30 -14.09 00*0 • • Wall Elev Kz Kzt Cp qz Press Press Total •••• ft psf +GCpi -GCpi +/-GCpi •••••• • • Windward 15.54 0.86 1.00 0.80 34.20 17.14 29.36 32.86 •••••• Windward 10.00 0.85 1.00 0.80 33.94 16.97 29.19 32.69 • • • Roof - Dist from Windward Edge Cp Pressure Pressure • • +GCpi(psf)-GCpi(psf) •••• ---------------------------------------------------------------- Roof: 0.0 ft to 6.4 ft -0.90 -32.07 -19.86 Roof: 6.4 ft to 12.8 ft -0.90 -32.07 -19.86 Roof: 12.8 ft to 25.5 ft -0.50 -20.53 -8.32 Roof: 25.5 It to 71.9 ft -0.30 -14.76 -2.55 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/l= 0.19 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" _ = 3.70 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf ----------------------------------------------------------------------- Window A 2.00 3.00 6.0 4 1.00 -1.10 40.05 -43.45 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 33.94 psf •••• •••• •••••• • • • • •• •• •••••• •••• • • • • • 000000 • • •••••• • • • • • • • • • • • • • •••• FORM R405-2017 ..--FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Mr & Mrs Smith Residence Builder Name: Street: 1168 NE 101 Stree Permit Office: Miami Shores City, State, Zip: Miami Shores, FL , 33138 Permit Number: ''" • • Owner. Mr & Mrs Smith Residence Jurisdiction: 232600 • • • • • • • • • • • Design Location: FL, Miami County:: Miami -Dade (Florida Ctitnat&Zone 1 r • • • • • 1. New construction or eAsting Addition 9. Wall Types (1914.1 sqft.) � • � • • insulation • Area :.... a. Concrete Block - Int Insul, Exteq&* * • 1g=4.1 ; . J%*.10 ft- • 2. Single family or multiple family Single-family b. N/A ..••R= . ft, .•�•• 3. Number of units, if multiple family 1 c. N/A • • : • • P= : • • • ft2 • • • • • 4. Number of Bedrooms(Bedrms In Addition) 3(0) d. WA • • • • R= 6066 ft2 • • • % 10. Ceiling Types (2382.0 sqft.) :see • Insulation • Area • 5. Is this a worst case? No a. Roof Deck (Unvented) ; Q=0.0 . 23W.00 ft2 ....: 6. Conditioned floor area above grade (ft2) 2382 b. NIA . . R= ;""' ft2 • c. N/A • • rQ= ft2 . • . • • Conditioned floor area below grade (ft2) 0 11. Ducts . . • • �7' ft2 • 7. Windows(373.6 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 476 a. U-Factor. Dbl, U=1.08 373.59 ft2 SHGC: SHGC=0.50 b. U-Factor: WA ft2 12. Cooling systems kBtu/hr Efficiency a. Central Unit 60.0 SEER:18.00 SHGC: c. U-Factor. N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft2 a. Electric Strip Heat 34.1 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 3.541 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems - Replacement equipment a. Electric Tankless Cap: 1 gallons 8. Floor Types (2382.0 sqft.) Insulation Area EF: 0.920 a. Slab -On -Grade Edge Insulation R=0.0 2382.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= fl2 15. Credits Pstat Glass/Floor Area: 0.157 Total Proposed Modified Loads: 81.86 PASS Total Baseline Loads: 93.97 I hereby certify that the plans and specifications covered by Review of the plans and 111"E Sr47, this calculation are in li ncewit h Florida ergy specifications covered by this �•� _ O� Code. calculation indicates compliance �O� with the Florida Energy Code. u,,, ; i• �•,+``„ PREPARED B Before construction is completed - DATE: this building will be inspected for compliance with Section 553.908 A b' a MX - 4 2018 I hereby cert that th s building, as designed, is in compliance Florida Statutes. with the Flori Energ r Code. COD WIE OWNER/AGE T: 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 R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 5.00 ACH50 (R402.4.1.2). 3/21/2018 11:09 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 G(1RRA RAr)r,_7f117 PROJECT Title: Mr & Mrs Smith Residence Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2382 Lot # "Owner Name: Mr & Mrs Smith Residence Total Stories: 1 Block/Subdivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1168 NE 101 Stree Permit Office: Miami Shores Cross Ventilation: No County: Miami -Dade Jurisdiction: 232600 Whole House Fan: No City, State, Zip: MiargF3t?fts , Family Type: Single-family ; , • • FL, • •3•3138 • • • • 00 New/Existing: Addition " ' • " •' . ' , Comment: "';" •••••• *0' ""' • CLIMATE • • • • • • • • • • % 00*00 / Design Temp Int Design Temp "Ne`a$ng Dt9ioN Daily*MW V Design Location TMY Site 97.5 % 2.5 %. Winter Summer *15egUe Days Vdilture Rah§d •; FL, Miami FL_MIAMI INTL_AP 51 90 — 70 75 : 34�5 • 5% I.p►K.; .•.••. BLOCKS • • • • • Number Name Area Volume 1 Blockl 2382 18103.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2382 18103.2 Yes 5 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 250 ft 0 2382 ft2 — 0.2 0 0.8 ROOF Roof Gable Roof Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) # Type Materials Area Area 1 Hip Barrel tile 2510 ft2 0 ft2 Medium 0.9 No 0.1 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 2382 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Unvented) Main 19 Blown 2382 ft2 0.11 Wood 3/21/2018 11:09 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 F(1RHA PAnrk_7f117 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Omt 10 Wall Type Space R-Value Ft In Pt In Area R--Vallle Fraction AhSnr Grade% 1 N Exterior Concrete Block - Int Insul Main 4.1 67 10 7 8 520.1 ft2 4.1 0 0.3 0 2 S Exterior Concrete Block - Int Insul Main 4.1 67 10 7 8 520.1 ft2 4.1 0 0.3 0 3 E Exterior Concrete Block - Int Insul Main 4.1 57 0 7 8 437.0 ft2 4.1 0 0.3 0 4 W Exterior Concrete Block - Int Insul Main 4.1 57 0 7 8 437.0 ft2 4.1 0 0.3 0 WINDOWS '....' Orientation shown is the entered, Proposed orientation. • • • ..... • / Wall Overhar,,8.... •.. •. • ....: V # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth SWplipq Int Shaje Screening 1 S 2 Metal Low-E Double Yes 1.08 0.5 N 6.3 ft2 3 ft 0 in 20fr8 iho None ..... None • • 2 S 2 Metal Low-E Double Yes 1.08 0.5 N 12.1 ft2 3 ft 0 in 0 ft lbin ;one tur 3 S 2 Metal Low-E Double Yes 1.08 0.5 N 69.4 ft2 3 ft 0 in 0 ftol0in • �IQle• N �n� • • • 4 S 2 Metal Low-E Double Yes 1.08 0.5 N 10.0 ft2 3 ft 0 in 0 ftslain • Nona None.' 5 S 2 Metal Low-E Double Yes 1.08 0.5 N 19.4 ft2 3 ft 0 in 0; 10 in' NG9P.; • Meru• • • 6 S 2 Metal Low-E Double Yes 1.08 0.5 N 22.8 ft2 3 ft 0 in Oft 10�n • None None..: 7 N 1 Metal Low-E Double Yes 1.08 0.5 N 27.3 ft2 3 ft 0 in 0 ft 10 in NpqLt.' None 8 N 1 Metal Low-E Double Yes 1.08 0.5 N 67.4 ft2 6 ft 4 in 0 It 10 in None None 9 N 1 Metal Low-E Double Yes 1.08 0.5 N 22.8 ft2 6 It 4 in 0 ft 10 in None None 10 N 1 Metal Low-E Double Yes 1.08 0.5 N 20.1 ft2 3 ft 0 in 0 it 10 in None None 11 E 3 Metal Low-E Double Yes 1.08 0.5 N 32.6 ft2 3 ft 0 in 0 ft 10 in None None 12 E 3 Metal Low-E Double Yes 1.08 0.5 N 20.1 ft2 3 ft 0 in 0 ft 10 in None None 13 W 4 Metal Low-E Double Yes 1.08 0.5 N 20.1 ft2 0 ft 6 in 2 ft 11 in None None 14 W 4 Metal Low-E Double Yes 1.08 0.5 N 19.4 ft2 0 ft 6 in 0 ft 6 in None None 15 W 4 Metal Low-E Double Yes 1.08 0.5 N 4.0 ft2 3 ft 0 in 1 ft 5 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000241 1508.6 82.82 155.76 .1666 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat/Replaceme None COP:1 34.12 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/Supplemental for Split SEER: 18 60 kBtu/hr 1800 cfm 0.78 1 sys#1 3/21/2018 11:09 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 17L1RM Rdni;-7nl7 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Main 0.92 1 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 .•.• • . 0 0000 00000 DUCTS •• • • • • . • 6006 / — Supply — — Return— Air CFM 25 •�F�M�� 0 H�G f. V # Location R Value Area Location Area Leakage Type Handler TOT • •alSf • .••• QN:..W�F. Heat' Cool 1 Attic 6 476 ft2 Attic 119 ft� Defautt Leakage Main (Default)• (Oeiauk) •.. • 1 • •:1 • TEMPERATURES 00000 . ...... . Programable Thermostat: Y Ceiling Fans: . • . • . • •... .•.•.. • • •f • . • CoolingrX Jan Heatin[X� Jan ((XXj Feb Mar [X] Feb Mar 1A r �Cj Ma X Jun Jul X] Apr [X] May f X� Jun X� Jul �] AuSe Aug •• X Oct Nov SeP X Oct • f X w kj iret'; [X] Dec Ventin [[[[�XXX]]]] Jan lX [[�X]l Feb [X] Mar [[X]] Apr [[�X]l Ma [X Jun Jul X Au Se [X]]] Oct iXlll Rov [Xl 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 80 80 80 80 PM 80 80 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 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System None 0 0 0 0 1 - Electric Strip Heat 0% 1 - Central Unit 3/21/2018 11:09 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 87 The lower the EnergyPerformance Index, the more efficient the home. 1168 NE 101 Stree, Miami Shores, FL, 33138 • • • • ...... .. . ...... 1. New construction or existing Addition 9. Wall Types • • • • Insulation • Area . . 2. Single family or multiple family a_ Concrete Block - Int Insul, Exterior.. • R=4.1 . 191,,4.10 ftz Single-family ' b. N/A ... • A= ; " • . • ftZ 3. Number of units, if multiple family 1 c. N/A • • 00666v=ftZ d. WA • R= ft' 4. Number of Bedrooms 3(0) .. .. ..:. ...... 10. Ceiling Types sulation Area • 5. Is this a worst case? • • • No a. Roof Deck (Unvented) . . =0.0 2182.00 ftZ �. 6. Conditioned floor area (W) 2382 b. N/A • i�= ;...;. ftZ c. WA : . • R= ' ftZ :....: 7. Windows" Description Area " ' ' 11. Ducts • ftZ • • a. U-Factor: Dbl, U=1.08 373.59 ftZ a. Sup: Attic, Ret: Attic, AH: Main �.. •. 476 SHGC: SHGC=0.50 b. U-Factor: WA ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor. NIA W a. Central Unit 60.0 SEER:18.00 SHGC: d. U-Factor: WA ftz 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Strip Heat 34.1 COP:1.00 Area Weighted Average Overhang Depth: 3.541 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems - Replacement equipment Cap: 1 gallons a. Stab -On -Grade Edge Insulation R=0.0 2382.00 ft' a. Electric EF: 0.92 b. N/A R= ftz b. Conservation features c. N/A R= ft' None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: OI.gFLE ST,grc� a r�COD WE'�J� *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. Email EnergyGauge tech support at techsupport@energygauge.com 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. 3/21/2018 11:09 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 1168 NE 101 Stree Permit Number: Miami Shores, FL, 33138 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL •••• . . .... ...... R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an grlejy.Wiformdh" teol (EPL) ... display card be completed and certified by the builder to be accurate and correct before final approval of the building f� occupancy. Florida law • (Section 553.9085, Florida Statutes) 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 leyA %Ad efficiende,%gftpmponefrts ' installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the lfUlldr'r accurately reflects the plaREP • and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card carve be 4%md in Appeodix RD. • • • • . / R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage iriaccerdince with tha requirements of• Sections R402.4.1 through R402.4.5. • • i • • • i • • • • • Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be•perrnitted to • e • comply with Section C402.5. • • • 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 R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. fR402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or 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. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be dosed, 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. 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 or doors, and outdoor combustion air_ Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907, n air leaks e.Windows skylights and sliding lass doors shall have an air infiltration rate of no more than 0.3 cfm per R402.4.3 Fenestration g9 9 square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/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. 3/21/2018 11:10 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: • • 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. . • : . • • • 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Build V40da, Resid*wg l• ....;. 4S4C2.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to lim't ai�ie'Aage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an 41MIge rate rjgj • • more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. Ptlhreeessed • • • • • • luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. • • • • • . • • . • • .: • • SECTION R403 SYSTEMS • • • • • • •' R403.1 Controls. • • • • •••••• /403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate beating aridcooiing systein. • R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistant g he; shall 7M or4trols • • / that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. • • • R403.3.2 Sealing (Mandatory) All duds, air handlers, filter boxes and building cavities that form the primary air containment passageways ✓/ for air distribution systems shall be considered duds or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in ""GOriance with Section R403.3.3. /R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193_ R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. F�103.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) G r below/55"F (13°C) shall be insulated to a minimum of R-3. / R403.4.1 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. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. ✓atR403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy_ The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. —0403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 3/21/2018 11:10 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 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'Yz inches (89 mm) in the hot water distribution line and cold water line located as dose as possible to the storage tank. /403.5.6 Water heater efficiencies (Mandatory). / R403.5.6.1.1 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 60°C). • • • • •••• •••••• R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to perrnif the *power %0010 jo • a electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied fOtt^e main burners) of see — combustion � types of service water -heating systems to be turned off. 000000 • • • �R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet tite ninimu;w ffw1ancies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, fofit%'type of equipment installM,: Equipment used to provide heating functions as part of a combination system shall satisfy all stated regttjMtkgts for the $VNIpriate 00000 water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. • • • • see* 000400 R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production aR rated py the annualsolar en er�y� factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center.9ireotory of 000 Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, test Wethods for Solar Collectol%... ; and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collg torsln install"'ift • • 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. /R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the V Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3• If ventilation air is drawn from enclosed space(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 of R-19, space permitting, or R-10 otherwise. / R4 3.7 Heating and cooling equipment (Mandatory). (/ R403.7.1 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 that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM (CFM) MINIMUM EFFICACY a (CFM/WATT) AIRFLOW RATE MAXIMU (CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt <90 Bathroom, utility room 90 2.8 cfrn/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 3/21/2018 11:10 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less C/ 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 403.7, or the closest available size provided by the manufacturers product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturers expanded performance data 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 temperatures shall be for the indoor dry bulb and relative humidity us%W& the load •••••• calculation and shall be adjusted for return side gains if the return ducts is installed in an unconditioned space. • • • • • Exceptions: • • • • • • • • • 1. Attached single- and multiple -family residential equipment sizing may be selected so that its coding capacity 419&%dian the calculated total sensible load but not less than 80 percent of that load. • •' • • •' • • 2. •••••• •••• ..••• When signed and seated by a Florida -registered engineer, in attached single- and multiple-famiiVV%t1,•the capga i%of 900090 equipment may be sized in accordance with good design practice. • R403.7.1.2 Heating equipment capacity. • • • • /R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to5'eNon •••••• R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the xfb Wh doling lo.V evCn if �' • • • the design heating load is 1.15 times greater than the design cooling load. • • • R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric bumers shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 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. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice 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 50°F (10"C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). 403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent 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: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa 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 or LP gas shall not have continuously burning pilot lights. 3/21/2018 11:10 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 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. R403.11 Portable spas (Mandator0he energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 . . .... ...... ELECTRICAL POWER AND LIGHTING SYSTEMS ...... ... R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lightifixtures shall be ...... high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high eff'i'c* 0 lamps. : • • • • Exception: Low -voltage lighting. • • • • • • • •••• • ••••• R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously buq,,AQiI flights. • •• •• •••• •••••• • • • • • •••••• 3/21/2018 11:10 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 Residential System Sizing Calculation Summary Mr & Mrs Smith Residence Project Title: 1168 NE 101 Stree Mr & Mrs Smith Residence Miami Shores, FL 33138 3/2112018.••• Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Rangey- •. • Humidi data: Interior RH 50% Outdoor wet bulb 78F Humiditydifference 57 r. •••••• �••000 Winter design temperature(MJ8 99%) 52 F Summer design temperature(MJ89t3o )• 95 F • Winter setpoint 70 F Summer setpoint *••••• 75 ;;••;. Winter temperature difference 18 F Summer temperature difference • • • • 20 OF Total heating load calculation 23893 Btuh Total cooling load calculation ":04$414 B It' Submitted heating capacity % of calc Btuh Submitted cooling capacity %*of calc 'Ball, Total (Electric Strip Heat) 142.8 34120 Sensible (SHR = 0.78) * * • • 306.2 46800 Latent 106.8 � i32d9 Total • 06.4 0 0 WINTER CALCULATIONS lAlintcr Wantinn I and lfnr 9RR9 cnffl Load component Load Window total 374 sqft 7263 Btuh Wall total 1541 sqft 2567 Btuh Door total 0 sqft 0 Btuh Ceiling total 2382 sqft 2102 Btuh Floor total 2382 sqft 5310 Btuh Infiltration 80 cfm 1592 Btuh Duct loss 5059 Btuh Subtotal 23893 Btuh Ventilation 0 cfm 0 Btu h TOTAL HEAT LOSS Qi im- r'nminn 1 nori lfnr 9AR9 cnftl Ceitings(8.8Ae) Wt115(10.7Yo) Floors(22.29G) 23893 Btuh SUMMER CALCULATIONS Load com onent Load Window total 374 sqft 14801 Btuh Wall total 1541 sqft 2853 Btuh Door total 0 sqft 0 Btuh Ceiling total 2382 sqft 9224 Btuh Floor total 0 Btuh Infiltration 60 cfm 1327 Btuh Internal gain 7350 Btuh Duct gain 8505 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 44060 Btuh Latent gain(ducts) 1517 Btuh Latent gain(infiltration) 2338 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occupants/other) 8500 Btuh Total latent gain 12354 Btuh TOTAL HEAT GAIN 56414 Btuh 8th Edition lei::ngs(16.4%) Walls(5.1°%) Infil.(6.5°�} Ducts(17.8%) EnergyGauge® PREPARED BY: DATE: / EnergyGaugeO / USRCZB v6.0 �A'indows(34A96) OoGs(212%) -V Infi.(ii.7x) Windolvs(28. ) Latent int(15.1%) Int.Gain(13.0%) SH 2"(2FU .� 1/2"0 HW 1 /2"0 CW it Y7- wc 1 (4FU) e cw iW Y0 in 2"0 AVV C.O. F.C.O T9 SEWER LINE @Ye" SLOPE TO BE CONNECTED TO SEPTIC TANK. G.C. TO VERIFY EXACT LOCATION AT SITE i i GENERAL PLUMBING NOTES AND SPECIFICATIOI 1. A. SCOPE OF WORK: THE WORK SHALL INCLUDE ALL PLUMBING NECESSARY ON THE DRAWIN HERE IN AND/OR AS NEEDED FOR A COMPLETE SYSTEM. INCLUDING BUT NECESSARILY LIMITED TO: 1. DOMESTIC COLD AND HOT WATER PIPING SYSTEMS 2. SANITARY DRAIN AND VENT SYSTEM (SCHEDULE 40 PVC SHALL BE USE ,3. PLUMBING FIXTURES AND TRIM:. 4. AIR CONDITIONING CONDENSE DRAINS 5. PRESSURE AND TEMPERATURE RELIEF FROM WATER HEATER 6. PI PI9dINSULATION -- ''-�SUPPORTS AND HANGERS B. ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH EDITION OF THE FLORIDA BUILDING CODE, PLUMBLING. LOCAL ORDINAN COMPLIANCE WITH THE FLORIDA ENERGY EFFICIENCY CODE FOR BUILD CONSTRUCTION AND HRS. REGULATIONS IN THE EVENT OF CONFLICT B ANY CODE OR REGULATIONS. THE MORE STRINGENT REQUIREMENTS 2. CONTRACTOR TO VERIFY AT SITE THE LOCATION ELEVATION AND SIZ EXISTING LINES FOR CONNECTION BEFORE INSTALLATION OF ANY PIPI 3. UNDERGROUND METAL PIPING SHALL BE PROTECTED WITH A COAT BITUMINOUS COMPOUND BEFORE COVERING, BITUMASTIC OR EQUAL. 4. ALL FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WI CHAMBERS OR SHOCK ABSORBERS AS INDICATED ON PLANS. 5. ALL FLOOR DRAINS TO HAVE TRAP PRIMERS Y2" LINE FROM THE N) PLUMBING FIXTURE. 6. PLUMBING FIXTURES SHALL BE CONSTRUCTED WITH APPROVED M SHALL HAVE SMOOTH IMPERVIOUS SURFACES AND SHALL BE FREE F AND CONCEALED FOULING SURFACES. ALL FIXTURE TRIM TO BE CHR FIXTURES SHALL BE PROVIDE WITH SUPPORTS, HANGERS, ETC. 7. WASTE LINES TO SLOPE 1/8 FT. UNLESS OTHERWISE NOTED. 8. VENT LINES TO EXTEND 9" MIN. ABOVE ROOF AND FLASH WITH LEA 9. WATER SERVICE PIPES SHALL HAVE A MINIMUN SERVICE PRESSURE WATER PIPE BELLOW GROUND SHALL BE COPPER TYPE. ABOVE GROU CPVC TYPE. HOT WATER PIPES SHALL HAVE A MINIMUN SERVICE PRES OF 100 p.s.i. AT 180°. 10. PIPING INSULATION: A. SUPPORT ALL PIPE FROM SOUND PORTIONS OF STRUCTURE AND AT INTERVALS ACCORDING WITH CODE. B. PROVIDE SLEEVES FOR ALL PIPING PASSING THROUGH FOUNDATION. MASONRY WALLS. CAULKS OPENINGS BETWEEN PIPE AND SLEEVES. C. WHERE EXPOSED PIPES PASS THROUGH FLOORS, WALLS, OR CEILIN ESCUTCHEONS FIRMLY SECURED TO THE PIPES AND OF SUFFICIENT OU DIAMETER TO COVER THE SLEEVED OPENING FOR THE PIPES. PROVIDE PLATED ESCUTCHEONS ON BATHROOM. 11. INSPECTIONS AND TESTS A. CONTRACTORS SHALL BE RESPONSIBLE TO ASK FOR INSPECTIONS TC AUTHORITIELLHAVItA JURISDICTION. AS THE WORK PROGRESS ALL SYS- BE TESTED 37 CODE AND / OR LOCAL REGULATIONS. B. DRAINAGE PIPING BEFORE INSTALLATION OF ANY DRAINS. THE END OF SHALL BE CAPPED AND ALL LINES FILLED WITH WATER TO HIGHEST POIN ALLOWED TO STAND UNTIL INSPECTIONS IS MADE BY AN OWNER REPREE 12. STERILIZE ALL WATER LINES WITH A MIXTURE OF 2 POUNDS OF CHLOI �000 GALLONS OF WATER (50PPM OF AVAILABLE CHORINE). RE' AND FLOSS THOROUGHLY WITH POTABLE' F EAL P , ��, VAL DIVISION OF ill I VT : ONMENTAL OL1RCE'T T): y DATI WASD NEW Neviewed by_� Initial Date VERIFIC N FOR quired Not Required ORD. LETTER 89-95 Required �j1411C1 OA-A-1111? U&W5 q)),3 ]I q, frm6,Lt0 Miami shores Village Q ! Building Department Permit: 10050 N.E.2nd Avenue 33138 E-mail: C2 LS C19(2_9F W 9 S <5 M/9) 1, Miami Shores, Florida � �o" Tel: (305) 795.2204.2204 Phone: '3 02 ��/ �� Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY/COMPLETION CHECK LIST ❑/�S',urveys ilding permit card. ❑2 coies Final as built - Re uired Items: Elevations of ( copies) q buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. Certificate of Elevation — (Sealed by surveyor). Expiration date required on the form. e Certificate of Insulation. ❑ Certificate of Soil Treatment (Final treatment -original)\ CHAPTER 2913-5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." Health Department Approval Letter (On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. oil Compaction Letter (Density report is required) Final certification letter from the Engineer/Architect (on masonry, trusses, special structure, etc) ❑ Backflow preventor certificate (Required on commercial projects only) Ei Declaration of use. (Recorded in Miami -Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO $150.00 • Residential CC $50.00 • Commercial CO and CC $200.00 orge D. Mantilla R.A. State Florida License #I4320 590I SW 631 Court Miami, FL 33I43 Office: 305-8I5-4649 E-mail: mantillaarchitect([l 02ail.com September 23, 20I9 Miami Shores Village Building Department I0050 NE 2"d Avenue Miami Shores, Florida 33I38 Address of Project: 1168 NE I01" Street Miami Shores, Florida 33I38 Owner: Mr. and Mrs. Smith Permit Number.._RC-8-I8-2I6I Attn: Building Department, I Jorge Mantilla, having performed and approved the required inspections at the renovation, I hereby testify to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced renovation are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with Chapter I of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Should you have any questions or need any additional information, please do not hesitate to contact me. 20 Miami shores Village Building Department Permit: J '�' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 E-mail: h� /w Tel: (305) 795.2204 Phone: Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY/COMPLETION CHECK LIST ❑ Building permit card. D Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. 1-7 LJ Certificate of Elevation — (Sealed by surveyor). Expiration date required on the form. Certificate of Insulation. ❑ Certificate of Soil Treatment (Final treatment-original)1 CHAPTER 2913-5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." Health Department Approval Letter (On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. ❑ Soil Compaction Letter (Density report is required) ❑ Final certification letter from the Engineer/Architect (on masonry, trusses, special structure, etc) Backflow preventor certificate (Required on commercial projects only) ❑ Declaration of use. (Recorded in Miami -Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00, • Temporary CO (Up to 90 days max) $75,00. • Residential CO $150.00 • Residential CC $50.00 • Commercial CO and CC $200.00 INSPECTION RECORD, STRUCTURAL INSPECTION EMTE INSP Foundation Stemwall Slab Columns (1st Lift) . Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS WINDOWS:.... INSPECTION I DATE INSP Attachment WORKSLIM PUBLIC INSPECTION DATE INSP Excavation ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary s Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With ELECTRICAL COMMENTS Final Sprinkler Final Alarm DATE PLUMBING INSPECTION I ATE II Rough Water Service 2"d Rough Top Out Fire Sprinklers I Septic Tank Sewer Hook-up Roof Drains 'Gays LP Tank Well ' Lawn Sprinklers Main Drain Pool Piping Backflow Preventor AInterceptor Catch Basins Condensate Drains HRS Final PLUMBING COMMENTS DATE I IN! Underground Pipe Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum MECHANICAL COMMENTS ORS Permiwo. RC-09-19-21611 �� Miami Shores Village Type: Building (Residential) ■' Building Department n ■1 n � � Workclass: Alteration 10050 NE 2 Ave _ Miami Shores FL 33138 r-+ Pq t Status: Approved �toRt°�` issue Date:10/30/2019 Expires: 04/27/2020 INSPECTION REQUESTS: (305)762.4949 or log on at https:/Ibldg.msvfl.gov/energov—prod/selfservice POST ON SITE Requests must be received by 3:30pm WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - TOOPM 1131010160050 SATURDAY 8:OOAM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY . NO INSPECTION WILL B MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED . PLANS ARE READILY AVAILABLE. IT S THE PERMITAPPLICANT'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 REPLACEMENTOF ANY MATERIAL REQUIRED TO ALLOW INSPECTION . Owner's Name: Ignacio Huergo Owners Phone: Job Address: 115 NW 91 ST ST Total Square Feet: 324 Miami Shores, FL 33150 s f"oV Job Valuation: $ 37,000.00 Contractor(s) - Phone Address PQS POOLAND PATIO RENOVATIONS L (866)647-2846 1311 Douglas Rd, Pembroke Pines, FL 33024 Description: SUNROOM OVER EXISTING FOUNDATION WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Page 1 of 1 � 0 Frl.i, � + , s ►. �yT Miami Shores Village BuIldlnR Department lull r 10050NE2Ave r M,aml Shores FL 33138 Issue Date: 312912019 o INSPECTION REOUESTS n al httos:lbldg.msvfI 9ovlanorgov_p udlsollssrvlcs (SOS)'62�9a0 or l09 RMuesb must be rL.C�ved by 3 30pm t,pRK ISALLOt�'ED MONDAY THROUGH FRIDAY a �ANt T OOP SATUROAY R OOAM - 6 pOPM F DUNE MC T' IROUGH FRIDAY ARE NO WORK IS ALLOWED ON SUNDRY OR HOLIDAY BUILDING AND RppFlNG INSPECTIONS AR - IRE NOR THE CITY SHALL BE LIABLE FOR IITAPPLICAN-S RESPONSIB:LRY C ENSURE THAT WORKSHALL BEACCESSIBLE LIABLE F EAND N01 NSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED SSIB N Al R IS THE PER ECT10N PURPOSES NEITHER THE BUILDING —ENT OF ANY MATERIAL REQUIRED TO ALLOW INS permit O1 RC$-18-2161 type: Building (Residenti11111) Wv*dess: Gsra9!._E"closun _.. i Anerovvd Expires, 09125120119 OST ON SITE 1132050190240 p(POSED FOR INSP Owners Phone: pIpENSE ENTAlLE01N THE REMOVAL OR REPLA SMITH 'InnOwners Name: CHRISTOPHER 8 MARGARET Total Square Feet: dotal Job Valuation: 5 28,000.00 ,lob Address: 1168 FL 33138 Miami Shores s ST Phone contractor(s) 86)262-291 REGOSA ENGINEERING SERVICES INC (7 Description: GARAGE CONVERSION Address 15700 NE 2nd AVE, MIAMI. FL 33162-4267 'FiJT�i�fft. Of JG�F,o=rt9�� WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE IMPROVEMENTS COMMENCEMENT MAY RESULT IN YOUR COMMENCEMENT MUST BE RECORDED TO YOUR PROPERTY. A NOTICE O ENDER . I AN AND POSTED ON TH E JOB SITE BEFORE THE FIRST INSPECTION. IF YO INTEND TO OBTAIN FINANCING, CONSULT OR RECORDING YOUR NOTICE OF ATTORNEY BEFORE COMMENCING WO RK COMMENCEMENT. Page 1 of Qf-nnn,oH htl Tnn.Cnannor • �' rrr „ eft woo DAM r- ro •.-.ti _ y •�, ' +�i ti. •' `r.. 0..4,t►! f]d M..►n►' O a '�M` w,►S M.,.wMC— .., ,ry/wl�. 4 • aCdLJ �`+ . V& .fir Cr.+d r=3 ♦t ♦LN 4 A. Tom.-->:`N _4*_ Q 1... .. � , � �-.+� • � 1M.+�. �y c«'+►�....�G s , r a�+ fey►' �. � . �- f ��.,e C'�'."fi1,T�T.r�t;_tt S 1N�r', .... �'t►1 S T F !. 1't • 5V - �l ...--�+"ii PIOGIT CYN III IF. 11320%10046 'L�! WARNING TO OWNER: YOUR F/ULURE TO RECORD �E FQR I��R��/E#AF�S COMMENCEMENT MAY 'RESULT IN YOUR TO YOUR PROPERTY. A NOTICE OF COMMENCEMENTBE EE OR ED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION INTEND TO OBTAIN FINANCING, CONSULT WITH OU LEND R O A ICE OF ATTORNEY BEFORE COMMENCING WORK OR RECORDING COMMENCEMENT. page 1:41 _Qr+annAn• hii Tnn_Cnann or C4,_, Go INSPECTION RECORD 2,a:ry �Q ;A ;r- 0 TE SP NSPEC170N DATE INSP INSPECTIONAttachmentFoundationStemwallSiab 77TE Columns (1st Litt) •RKS Top Out Columns (2nJ Lift) PUBLIC DATE INSP Fire Sprinklers I INSPECTION Septic Tank ^" Tic Beam Truss/Rafters Excavation Sewer Hook-up Drains F Roo( Sheathing Roof Bucks Gas T Interior Framing INSPECTION DATE INSP LP Tank Well `i Insulation Temporary Pole Lawn Sprinklers Ceding Grid 30 Day Temporary Main Drain Drywall Pool Bonding Pool Piping • Firewall Pool Deck Bonding Backtlow Preventor Wire Lath Pool Wet Niche Interceptor ", �t, Pool Steel underground Catch Basins �q iR Pool Deck Tooter Ground Condensate Drains i''t Final Pool Slab HRS final 0-k Final Fence Wall Rough A _Qt-nnnoH by Tan-Cnannor As N, SCALE:1 "=30' i D ATE ZONING DEP f eLDG DENT SUB. ECT 10 CGNIPLIANCE WI I-H ALL FEDERAL STATF AN,) CCUN,'( HL L:s AND REGULATIONS w 74 FOUND 1/2" IRON PIPE 0 NORTHEAST _ joist STREET_ _ 22' ASPHALT ROADWAY 75' RIGHT-OF-WAY �_ U''' 2'- i w LOT 1 LOT 2 4 BLOCK 177 BLOCK 177 10.0' 11.1' RESIDENCE M 0 mo FENCE P # 1168 z O 0.7' W a 12.5' � -� r a? 26.4' a ac Zo- 17.5' POOL o m D 4 • z. • w 02 /- FOUND 1/2" WM° IRON PIPE 69°09'21 AERIAL PHOTOGRAPH (NOT -TO -SCALE) BLOCK CORNER AT LOT 17 BLOCKK1177 3� vJ Q � 4 r� LOT 17 o / BLOCK 177 co FENCES ONLINE \ o FENCE FENCE FENCE o 15.0' W 0.0' E 0.7' W o 0.0' N / 12.3' N 0.O' N 73.42' FOUN 112" FOUND 112" 15' ALLEY LOT 16 IRON PIPE 10' ASPHALT ROADWAY IRON PIPE BLOCK 177 LOT 14 LOT 15 \ BLOCK 177 BLOCK 177 ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED 1he survey map & report ar the caples thereof are not valid without the digital signature nd seal at a Flarlda licensed surveyor and mapper Date of Field Work : 07-10-2020 , Drawn By: Oleg 0 •c Order #: 94336 Last Revision Date: 07-10-2020 EX, Sr KSM S G " oocura Boundary Survey prepared by: LB8111EN _ * �RIZM By avoi •.r-1 k NexGen Surveying, LLC io� or1 maAaozo West Corporate Way, Suite #103 �� + ;A F�oRm� West Palm Beach, FL 33407 �,•'` 561-508-6272 • • gECEI'V�D JUL 0 2020 BY: LEGAL DESCIiU:rrIr1N OF: 1.16949E 101ST ST, MIAMI SHORES, FL, 33138 • 6CA4I. BLOCK 17i,oP.WISED PLAT, ®I: TRACTS 175A, 175B, 175C, 176A, 1766, 176C, 177A, 177B AND 178A OF THE • fiIGWS&D PLAT OFMAAMI SHORES,6E6ilON 8, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43t PAGE 67, OF TIME PUBLIC RROORM-OF MIAMI-DADE, FLORIDA. •••••• • •• • • • a r •CERTIFIED TO • • • • • • • ADAM FORCE0AND LUANNE MARIE FORCE PRIMARY RESIDENTIAL MORTGAGE, INC., ISAOA/ATIMA ALLIANT CREDIT UNION ISAOA CERTIFIED TITLE FIRST AMERICAN TITLE INSURANCE COMPANY FLOOD ZONE: 12086CO306L ZONE:AE ELEV: 8 FT EFF: 09/11 /2009 SURVEY NOTES: - DRIVEWAY CROSSES THE BOUNDARY LINE ON NORTHERLY AND SOUTHERLY SIDES OF LOT AS SHOWN. FENCES LIE NEAR BOUNDARY LINES AS SHOWN, OWNERSHIP NOT DETERMINED. FENCE CROSSES THE BOUNDARY LINE ON WESTERLY SIDE OF LOT AS SHOWN. LEGEND A/C -AIRCONDITIONER WM -WATERMETER AL -ARCLENGTH (C) -CALCULATED (M) -MEASURED P.O.B. -POINT OF BEGINNING P.O.C. -POINT OF COMMENCEMENT & -AND P.B. -PLATBOOK PG -PAGE U.E. -UTILITY EASEMENT D.E. -DRAINAGE EASEMENT P.U.E. -PUBLIC UTILITY EASEMENT L.A.E. -LIMITED ACCESS EASEMENT L.M.E. -LAKE MAINTENANCE EASEMENT O.H.E -OVERHEAD EASEMENT R -RADIUS (R) -RECORD O.R.B. -OFFICIAL RECORDS BOOK Sq.Ft. -SQUARE FEET Ac. -ACRES DB -DEED BOOK (D) -DEED (P) -PLAT EOW -EDGE OF WATER TOB -TOP OF BANK OHL -OVERHEADLINE CIO -CLEAN OUT ELEV -ELEVATION FF -FINISHED FLOOR LS -LICENSED SURVEYOR LB -LICENSED BUSINESS PSM -PROFESSIONAL SURVEYOR & MAPPER — % — -FENCE # -NUMBER t -PLUS OR MINUS I� -ASPHALT LJ -CONCRETE ❑ -PAVER/BRINCK ❑ -WOOD ` -LIGHTPOLE ® -WELL D4 -WATER VALVE -CENTER LINE -CATCH BASIN -FIREHYDRANT IQ, -UTILITYPOLE 0 -MANHOLE xix -ELEVATION SOME ITEMS IN LEGEND MAY NOT APPEAR ON DRAWING. GENERAL NOTES: 1) THIS SURVEY IS BASED UPON RECORD INFORMATION BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BYTHIS OFFICE UNLESS OTHERWISE NOTED, 2) IF THIS SURVEY HAS BEEN PREPARED FOR THE PURPOSES OF A MORTGAGE TRANSACTION, ITS SCOPE IS LIMITED TO THE DETERMINATION OF TITLE DEFICIENCIES. NO FUTURE CONSTRUCTION SHALL BE BASED UPON THIS SURVEY WITHOUT FIRST OBTAINING APPROVAL AND/OR UPDATES FROM NEXGEN SURVEYING, LLC. NEXGEN SURVEYING, LLC, ASSUMES NO RESPONSIBILITY FOR ERRORS RESULTING FROM FAILURE TO ADHERE TO THIS CLAUSE. 3) ANY FENCES SHOWN HEREON ARE ILLUSTRATIVE OF THEIR GENERAL POSITION ONLY. FENCE TIES SHOWN ARE TO GENERAL CENTERLINE OF FENCE. THIS OFFICE WILL NOT BE RESPONSIBLE FOR DAMAGES RESULTING SOLELY ON THEIR PHYSICAL RELATIONSHIP TO THE MONUMENTED BOUNDARY LINES. 4) GRAPHIC REPRESENTATIONS MAY HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS - DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS. 5) UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN. 6) ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D. 1929) OR NORTH AMERICAN VERTICAL DATUM (N.A.V.D. 1988). 7) ALL BOUNDARY AND CONTROL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE. 8) CORNERS SHOWN AS"SET" ARE 5/8" IRON RODS IDENTIFIED WITH A PLASTIC CAP MARKED LS (LICENSED SURVEYOR) INSULATION CERTIFICATE rRegosa Engineering 3287 N.W. 7 AVE, Miami, FI, 33127 ---- Phone: 786-262-2964 Commercial and Residential Services. Inc CGC#1508952 Fax: 305-891-6946 Licensed & Insured Submitted to: 1168 NE 101 Street, Miami Shores, FI Date: 09-19-19 Attention: City of Miami Shores Trade Insulation Project: Garage Enclosure - Permit RC8182161 1.0 -Certification: Regosa Engineering Services hereby certify the ENERGY, SOUND AND IMPACT INSULATION has been installed in the above referenced project, in compliance with the latest edition of FLORIDA BUILDING CODE and plans and in accordance with good construction practice. The insulation furnished and installed has the characteristics shown below: a. Attic Insulation: R-19 Fiberglass Batt Insulation b. Roof Insulation: N/A c. Exterior Walls: R4.2 Rigid Insulation 2.0- Dates of Installation: a. Attic Insulation: 07/07/2019 b. Roof Insulation: N/A c. Exterior Walls: 07/07/2019 General Contractor Signature: General Contractor Representative: General Contractor License: Gustavo Velez CGC-1508952 Date Certified: 09/19/2019 `SNORES L+ It toll `b WES IN �ORIO Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores I'L 33138 ' Permit No. RC-8-1'$= 1 61 r Type • Building (Resider% Worwass: Garage Enclosure, Issue Date: 3/29/2019 Expires: 09/25/2019 INSPECTION REQUESTS: (305)162-4949 or log on at httos:llbldg.msvfl.gov/energov—Prod/selfservice Requests must be received by 3:3Opm WORK IS ALLOWED: MONDAY THROUGH FRIDAr, 8:OOAM - TOOPM SATURDAY 8:OOAM - 6:00PM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS BUILDING AND ROOFING INSPECTIONS ARE DUNE MONDAY T! IROUGH FRIDAY . NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED . PLANS ARE READILY AVAILABLE. IT IS THE PERMITAPPLICAN7S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR .,r1. " m TUr- 0CLAMIA1 'nR RFDLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION . Owners Name: CHRISTOPHER & MARGARET SMITH Job Address: 1168 NE 101 S T Miami Shores , FL 33138 Contractor(s) Phone REGOSA ENGINEERING SERVICES INC (786)262-2964 Description: GARAGE CONVERSION POST ON SITE 1132050190240 Owner's Phone: Total Square Feet: 300 rotal Job Valuation: $ 28,000.00 Address 15700 NE 2nd AVE, MIAMI, FL 33162-4267 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Page 1 of 1 INSPECTION RECORD INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap In -Progress Roof Installation Roofing Final Shutters Attachment Final Shutters Rails and Guardrails ° ADA compliance DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS V WINDOWS INSPECTION D TE SP Attachment PUBLIC INSPECTION WORKS DATE INSP Excavation - ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With q i ELECTRICAL COMMENTS INSPECTION DATE INSP Final Sprinkler Final Alarm PLUMBING INSPECTION DATE INSP Rough G=c., Water Service 2"d Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final PLUMBING COMMENTS Gc c w tic%,� r•r Ca. MECHANICAL INSPECTION DATE INSP Underground Pipe Rough AN Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum 14 wV TIN MMENTS 7MECHANICAL