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FW-15-810Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-232016 Permit Number: FW -4-15-810 Scheduled Inspection Date: June 01, 2015 Permit Type: Fence/Wall Inspector: Rodriguez, Jorge Inspection Type: Final Owner: KESSLER, NOAH & AUBREY Work Classification: Iron/Ornamental Job Address: 1002 NE 105 Street Miami Shores, FL 33138 - Phone Number (917)579-8541 Parcel Number 1122320280010 Project: <NONE> Contractor: ABBA FENCES CORP iunamg uepanment comments ALUMINUM FENCE 4' WITH ONE SINGLE GATE AND ONE DOUBLE GATE. PICKET FENCE INSPECTOR COMMENTS False May 29, 2015 For Inspections please call: (305)762-4949 Page 10 of 27 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. May 29, 2015 For Inspections please call: (305)762-4949 Page 10 of 27 Project Address Parcel Number Applicant 1002 NE 105 Street 1122320280010 NOAH &AUBREY KESSLER Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell NOAH & AUBREY KESSLER 1002 NE 105 Street (917)579-8541 MIAMI SHORES FL 33138- 1002 NE 105 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone ABBA FENCES CORP Approved: Denied: of Construction: Other ,ification: Residential Fees Due Miami Shores Village a~ 10050 N.E. 2nd Avenue NE DBPR Fee Miami Shores, FL 33138-0000 DCA Fee Phone: (305)795-2204 Project Address Parcel Number Applicant 1002 NE 105 Street 1122320280010 NOAH &AUBREY KESSLER Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell NOAH & AUBREY KESSLER 1002 NE 105 Street (917)579-8541 MIAMI SHORES FL 33138- 1002 NE 105 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone ABBA FENCES CORP Approved: Denied: of Construction: Other ,ification: Residential Fees Due Amount CCF $2.40 DBPR Fee $2.63 DCA Fee $2.63 Education Surcharge $0.80 Permit Fee - Wire & Wood $175.00 Scanning Fee $6.00 Technology Fee $3.20 Total: $192.66 Valuation: $ 3,800.00 Total Sq Feet: 175 Additional Info: ALUMINUM FENCE 4' WITH ONE SIP Scanning: 2 Pay Date Pay Type Amt Paid Amt Due Invoice # FWA-15-55125 04/17/2015 Check #: 2233 $ 142.66 $ 50.00 04/09/2015 Check #: 2528 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final 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 theret and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this p rmit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required I ELE TR(IrALA PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating nore, I authorize the above-named contractor to do the work stated. 17, 2015 Authored Slgnatu1Vr`Owner / Applicant / Contractor / Agent uale Building Department Copy April 17, 2015 1 _ 6 Miami, Shores Village h ,D Building Department APR o 015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 �� ' INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No.15 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: =2 Ne iD5 St- Mfary-4, Shores, 'FL 3313fl City: Miami Shores County: Miami Dade Zip: 3 31 3'b Folio/Parcel#: I 1-a232- 028 —0010 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):1�cnh 'e'ssie" Phone#: Address: NCMVr�er . 10C)a Ne lob S+' City: M inrm i s' 6rcs State: _f"L Zip: 351-3e3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name..: \\� �81'7� +'e NCF_S CC( Q Phone#:15) 30a351(OG Address: )NQ_3 �W QV Ste 253 -76V i— ' AM M City: l i0sn-, State: —FL— Zip: -74 Qualifier Name: U(3rlQs /-X fflrpnedie Cc Phone#: State Certification or Registration M 066BY50 1 Certificate of Competency M DESIGNER: Architect/Engineer: Phone#: Address: C�City: State: Zip: Value of Work for this Permit: $ d • OO Square/Linear Footage of Work: b� Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition Description of Work: Norini nun Tr;_ncc LA, `+ LA_'A 1 1. h 0 r)e :S rlgl Q0.}C dr1Ci ® Me .])COvhle 4r., 'F>I �� l F4;�: C,C_r Specify color of color thru tile: Submittal Fee $ "525• OkD Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ !/ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be annroved and a reinsnection fee will be charged. SignatureZ!, OWNER or AGENT The foregoing instrument was acknowledged before me this YY► day of 0 , 20 by A/y , h k ts.s De. who is personally known to me or who has produced F 1 1)f as identification and who did take an oath. NOTARY PUBLIC: Signature C Theforegoinginstrument wa acknowledged before me this 6� n� day of k 20 1 S by (J1iLCJ s rO`--+ - , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: I , Sign: / '— Sign: 1'f U'► LUlJt11..Q.14 Awulg ) Print:—'- ea'-C1i P70 Print: M04%(Zrrc ► S�ICCrG Seal: Pk o o, ., CESAR CARAM Seal: mer Notary public State o1` Florida :i• •c? a . _Notary Public -State of Florida ;Q Montserrat Sotero N c`S My Comm. Expires Sep 6. 2016 My Commission EE 858141 '•%FOF �� Commission # EE 832939 a fires 12/OW2018 �{ f ® APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) a Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SURVEY AFFIDAVIT STATE OF (FLORIDA) COUNTY OF (DADE) The undersigned Affiant, �� °�``� , does hereby attest that (Property owner) The attached survey, performed by (Name of surveyor's company) For address: G�i env. v-c��t3 Performed on t t it 9 I q (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. Further, Affiand say eth naught. P 0 S' t roperty wner Igna ure Property Owner Print Name SWORN TO AND SUBSCRIBED before me this day of til Affiant ispersonally known to me, produced F1 D as identification. Revised on 5122/2009/ Revised on 6/12/09 ♦ 1Pµv PV i � B,,•, CESAR CARAM Notary Public - State of Florida My Comm. Expires Sep 6, 2016 oma. •';F .<<;�` Commission # EE 832939 e rar6l01 Notary n Burd AFM To: Attn: Building Department Page 1 of 1 2015-04-09 13:43:58 (GMT) 18888553834 From: Carlos Greco CERTIFICATE OF LIABILITY INSURANCE 04/00/15 Trtls CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES -NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT- If the certificate holder LS an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In Neu of such endorsement(s). PRODUCER CONTACT'G81yLAn11._..._..._...._._.._......._._,..._ _...__�. ...........:...::......... Insurance Marketing Network PHONE 305 24&5000 305 24B 1000 1348 Old Dixie Highway tli'� s5:r 81ann�InsmarkeUngnst.com Homestead, FL 33030 HAID a_ Phone (305)248-5000 Fax (305)248-1000 ouRERA; GRANADAINSURANCEC.P.MPANY INSURED INSURER B : ProgreSSIVO Abba Fences Cole and Carlos Greco FCB & I Fund _ _ _ _ INSURER C : _ 12320 SW 108th Court .-INSURER D: Miami, FL 33178- 305 INSURERE: W _ __.�_...._...._...._._ --------- . _..._ _....... _........... CERTIFIr!ATF rillmnow. n0\'r1a1^41 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE OP PLICY ERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NIR NIR TYPE OF INSURANCE ADDLSUBRPO POLICY MBER t EFF PO AYY LIMITS GENERAL LIABILITY DACE R — _ - tiOOOiOOO.O� _ ® COMMERCIAL GENERAL LIABILITY DAMAGE TO E TOREGNTENTSSD D 1()0 000 OO _L_.._..- + . ' A CD ED CLAIMS -MADE © OCCUR 0185FL00031178MED 11/0912014 11/08/2015 _PRr;WS.IEaJ�aunaara)_._ EXP one ),ajpj_• "'"`" PERSONAL & ADV INJURY$._j,000,000.00 s , 5,000.o_D _ T ❑ OENERALAOORCaNTE.,T _�TM _1 Oli0A000.00 GEN'L AGGREGATE LIMIT APPLIES PER: ❑ ❑] PRO-. ❑ PRODUCTS -00 __... .... __._. $ 1,000,ODO.00 ....,....__....__...._....._.._..._. POLICY C $ AUTOMOBILE LIABILITY __. ____...._.__._._..............__._.....__.. COMBIND SINGLE LIMIT a.aco eng_____.._. ❑ ANY AUTO _._.._........$ BODILY INJURY (Par person) ..............._..._...... _._..... _ $ 10000,00 8 ALL OWNED SCHEDULED AUTOS © AUTOS 02433025 10/04/2014 10/04/2016 INJURY (Por accident $ 20000;00 NON -OWNED ❑ HIRED AUTOS ❑AUTWNED pBODILY (Y DAMAGE PROS l2.®la9CmQ0)1------------.---.-$--10,000A0µ »� ❑ UMBRELLA UAB ❑ OCCUR .._. __. _.. r,XCESB LUIS ❑ CLAIMS-MADE EACH OCCURRENCE $ AGGREGATE ❑ DED ❑ ON WORKERS COMPENSATIONWC AND EMPLOYERS'LtABILnY YIN STAT� O7H• C_013YLNwS ER $ �!'� ' ' -'– _...�_ ` C ANY PROPRIETOR(PARTNSVEXECUTWE OFFICERIMEMBEREXCLUDED? ❑ (Myyandatory In NH) NIA 12/05/2014 12/0312015 --E.L. EACH ACCIDENT E' 7 000 DE.nawA4�RI ION be underTIONS E.L. DISEASES FA EMPLOYE $ 1,000,000.00 _POUCYLIMIT s� 1,000,000.00 _ Irefowr DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Rameris Schedule, It more space Is required) FENCE CONTRACTOR LICENSE # OOBS01501 9`120TIe1RA1c Uf%l non ^ •- •--- ----- ,.__.._..-...-------.-..� Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 Fax: 306-756-8972 ACORD 25 (2010106) QF OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE ON DATE THEREOF, NOTICE WILL BE DELIVERED IN i WITH THE POLICY PROVISIONS. ®1988-2010 ACORD CORPORATION. All rights reserved, The ACORD name and logo are registered marks of ACORD PREPARED BY: • • • a • • a • • • ® •• • • • • •• i•• all. ® ••�-A•-'• oil jam'em - _ 6e. Land Surveyors, Inc. WwW.exactalarntcaCt • • • • • • • 734 -19th F 866-744.2888 • • • • . • � �;� m,,,°n � . � Toll Free �' PROPERTY ADDRESS: 1002 N.E. 105TH STREET MIAMI SHORES, FLORIDA 33138 SURVEY NUMBER: FL1411.0431 FIELD WORK DATE: 11/14/2014 REVISION DATE(S):TRev.z •stmt* (RW -2 '10712014P PEV I r•t11lo,4) • • FL1411.X31 •• i•i i i i i i• •• BOUNDARYSURI/EY L4 SV' : : : :0. M/AMl-DADECOUNTY • 19LK go • • • • 000 • • o U O N 90°00'00' W 100.00' (M) a U v 100.00' (P) ? N 90°00'00' W 75.2 (M) F L887R337 ° 75.00' P) ���++ 6' W.F. 1/2' PIP z 1 Z rc, - NO ID I I �•. a i,�;y, $.. ♦ �, • ^:-�• •'a: L "FN' r a t "-Ti•y'P „5,.. <b 7. ti .R. (A55UMED) (50' R M i0 IAM( RE5 VILLAGE r. o.o �m TA13LE: K,�i 1r. ,. +i m Lf 325.00(F) 16.9' S 90°00'00' W 324.88' (M) 22.a' b L2 5 3°501148 W 15.02' (C) N m N L3 5 89°2698' E 26.29' (C) vi i 2.3' ip m m 281' ui $ 6.9' I STY LOT l p N OK ? } Lq2 0 RES of 1002 BR I ® C Q - a{! G d 17G 23.9' O. 1' ON i LU H Q W 22.4' QJ w LLL �C o �Sol! y P, LLI LU 0 u,`� ` NOTES LOT APPEARS TO BE SERVICED By CRY WATER AND SEWER ZD Q 51X L3FENCE OWNER --Al P NOT DETERMINED J L8B733 Q. Q FAC W C ALL N EA £ "-^W O. I - Opp — I+/ ("1 N 87°01'2 ' FND. NAIL W 100.14' (C ® P.0 I' L c D/5CAYNE GtANAL _ ( / (tlere* ertify tV§in Survey of the j _ he*eon d scribedmade under x direct on, anknowledge au -3' belie it isrepresentation aD 0 2D 40 �'�thattechnical .[�.f9_'e .I si ndard6&et foa° oord of Professional Survin Chapter GRAPHIC SCALE (In Feet) N APRApp 0 �dj 17 of the Flowerve Code. 1 inch = 40' ft 1d RONALD W. WALLING State of Florida Professional Surveyor and (dapper License No. 6473 LBY '- UseofThm Su "for Purposes other than Inunded,yAde WnttenVerificeaon. will be at the User's Sole Risk andWlthotd Liability w the surveyor Nothing hereon shall be Gmetued toG"ANY Rights or Benefits to Anycme0dterthan those Cerarred. FLOOD INFORMATION: POINTS OF INTEREST BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING NONE ViSIBLE MUNICIPALITY OR W W W.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE AE (WITH A BASE FLOOD ELEVATION OF 8). THIS i PROPERTY WAS FOUND IN THE VILLAGE OF MIAMI SHORES, COMMUNITY NUMBER 120652, DATED 09/11/09. CLIENT NUMBER: KESSLER DATE 11/17/2014 ' ' Tift AFFILIATE Associatioll- BUYER: NOAH KESSLER; Acty Construction, LLC FLTA cliviMEMBERS SELLER: BRETT CARLSON, SALLY SHIPPEE, SCOTT CARLSON CTA CERTIFIED TO: NOAH KESSLER; ACCLIVITY CONSTRUCTION, LLC; GARY R SASLAW, PA; FIRST AMERICAN TiTLE INSURANCE COMPANY; BRANCH BANKING AND TRUST COMPANY E--A Land Surveyors Inc. venre�aMaoln Surveyors, This is page 1 of 2 and is trot Valid without all pages. PAA-n5nil P 9 Lf�Ti37 111MRsir" on Drift Salle t•FLYyrs,R33B13 a CONTROL r04f tGM rM CON01 o'4WR1NOW Pl. P940M M ML OMGM0N MOMENT` ■ OONOReR404■m1f FRN[" fdAO 01®LMa! PAG MINT 0," a"', GRWAt1IDl LAL IM1mI®blf. 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FW DEPARTMENT OF HOMELAND TADENSECURITY ELEVAT40J4-�&".1 JFJQAW OMB No. 1660-0008 FEDERAL EMERGENCY MANAGEMENT AGENCY • • Nati"FIW Irn=W Froli ma IMPOITTANT::oilov;the MstrjdonCon pales s-9. Expiration Date: July 31, 2015 • • ••• • • • • ••• SECTION A — PROPERTY INFORMATION Al. Bulidf Owner' Name • . • . • . Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/o1.*B1§g. Np; of P.Q %utb.Vd Box bio. ; � ; Compare MAIC Number: AD02-N.E tOSTH STREET • • • • • A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 1 SACK L MW SHORES VILLAOF ACCORDING TO THE PIATRIMPAR&DEPED IdftA. OF THE Pt!IUJC RECORDS OF M MK ADE CQUIM FLORIDA. A4. Building Use (e.g., Residential, Non -Residential. Addition, Acceg%or): ,►RESI[IENWIAL- - A5. Latitude/Longitude: LaLIA 25.8713175 N LongM•80.17159.w• • • Horizontal Datum: ❑ NAD 1927 ® NAD 1983 tifica A6. Attach at least 2 photographs of the building if the Certe is being used to o9tein AM insurance. A7. Building Diagram Number S A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 2045 sq ft a) Square footage of attached garage 685 sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings In the attached garage or enclosure(s) within 1.0 foot above adjacent grade 11 within 1.0 foot above adjacent grade NIA c) Total net area of flood openings In A8.b 6E)8 sq in c) Total net area of flood openings in A9.b NIA sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Number 12OWC - 0306 FIRM Index Date Revised Date AO, use base flood BIO. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: 811. Indicate elevation datum used for BFE In Item 69: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: 312. Is the building located in a Coastal Barrier Resources System (CORS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation DateNAA, -_ / / ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® 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, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/A0. Complete items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: MIAMI -DADS CCIUNTY SM : 8!,2& -RA : 17.3 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE 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 Certiftcate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude In Section A provided by a ❑ Check here if attachments. licensed land surveyor? ❑ Yes R) No FEMA Form 0860-33 (Revised 7/12) See reverse side for continuation. Replaces all previous editions. (REVA 112712015) (REV,1 11/712014) Check the measurement used. a) Top of bottom floor (including basement, crawispace, or enclosure floor) —4_ .16— ® feet ❑ meters b) Top of the next higher floor 6_ .47 R] feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) NiA ® feet ❑ meters d) Attached garage (top of slab) 4 .6 ® feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 6.98— ® feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 4 .08 ® feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) —4_ . �— ® feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A ® feet ❑ meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation Information. i certify that the information on this Certiftcate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude In Section A provided by a ❑ Check here if attachments. licensed land surveyor? ❑ Yes R) No FEMA Form 0860-33 (Revised 7/12) See reverse side for continuation. Replaces all previous editions. (REVA 112712015) (REV,1 11/712014) Page lof4:notvalidwithoutallfourpagm • • ••• • • • see FL1411.0431EC ELEVATION CERTIFICATE, P80 2:0.0: • • • • . . . . . . . IMPORTANT: In thew spaces, eapy the corresponding hdiennatlen fraw Seo -ion a.: : : .: • Building Street Address (including Apt., Unit. Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 1002 N.E. 105TH STREET City Slav • . Company NAIC Number: MIAMI SHORES i i • i • :4131.: • • • • SECTION D - SURVEYOR, ENGI EERt OR AOHrdcT cdmRckTION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company. and (3) building owner. Comments NOTE: C2.E = AC UNIT PAD. NOTE: THIS ELMIJOy CE911FUTE AQNLY.V.ALID FOR THE PERSON OR PERSONS NAMED ON THIS CERTIFICATE• • • • • • • • • • . ..• . . • • .• . • • • . % . • Signature -J- Date 127015 •�' CENTERLINE ROAD ELEVATION: 324 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 LOMB -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. El. 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 crawispace, or enclosure) is N/A ® feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawispace, or enclosure) is N!A ® 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 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is bVA ® feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of stab) is WA ®feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is N/A. ® 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) CEIMRCA71ON The property owner or owner's authorized representative who completes Sections A. B, and E for Zone A (without a FEMA4ssued 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 Authori and Representatives Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here If attachments. 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 community4ssued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G10) is provided for community floodplain management purposes. G4. Permit Number 55. 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) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum GlO.Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here If attachments. FEMA Form 0860.33 (Revised 7/12) Replaces all previous editions. Page 3 of 4; not valid without all four pages. * 000 0 0 ELEVATION CERTIFICATE, page 3 84CgUIG *OiqiRAWJ Seg Instructions foreltem A6! • • ••• • • • • ••• FL1411.0431 EC FEMA Form 086.0-33 (Revised 7/12) Replaces all previous editions. Fbge 4 of4, not vand WWU)UtaN four pages, EMATION CO IRCATE, page 4 g� ' �4 �oto¢3i'I4 Co4tintttiol r)ge IMPORTANT: In tbeas spaces, copy the correspms ing hgormadon hoot seadon A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.0 Route and Box No. policy Number: 1002 N.E. 105TH C rQ • • • • • • W—(P • • • • 4r �Vi • • • • I wmPany wrua roum0er I MUNI SHORES r.A • • • O . _ _ • • • If submitting more photographs than will At on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View' and "Rear View"; and, it required,: RW sideoView;and deft We View." When applicable, photographs must show the foundation with representative examples of theVodhonibgj oCv4it$,.as INIcated In Section A8. FEMA Form 086.0-33 (Revised 7/12) Replaces all previous editions. see 0 WELDED ALUMUN."I'•1.E�JCE AT GRADE e' s. 0 a ° a SPACED TO REJECT BOTTOM RAIL, A 2" SPHERE* 1 TYP. 3"0 CORE DRILL, 3" DEEP INTO EXISTING 3 KSI CONCRETE, AND 6" MIN. EDGE DISTANCE FROM CENTER OF POST TO ANY 1 TYP. FENCE LAYOUT CONCRETE FACE FILLED WITH HIGH (MULTIPLE OPTIONS SHOWN) STRENGTH, NON -SHRINK, IRON FREE, 1 N.T.S. ELEVATION VIEW NON-REACTIVE (4KSI MIN. ) GROUT, TYP. 6",, TYP. POST FOOTER TABLE (DIA. x DEPTH): I- POST SPACING O 4'-0" 4'-6" 5' -6 - Lu 2 48" 12"x25" 12"x26" 12"x28" ?LL% U Sa 60" 12"X28" 15"X27" 18"X27" z >ULL W oui _1172" 18"X27" NOT APPLICABLE DESIGNED PER FBC EXISTING 3KSI CONCRETE HOST STRUCTURE (VERIFIED BY OTHERS) LL 2 1/4' E . N m (2) Y4"0 ITW SS TAPCONS PER CLIP SPACED 24 b. WJ 1 V4" EMBED INTO 3KSILONCRETE AND 2" EDGE DISTANCE FROM E;�PA�L ANY CONCRETE FACE, TYP. RAIL (2) #12 X %4" SMS PER CLIP, TYP. 2x2xl/8"6063-T6 ALUMINUM ANGLE (2) #12 x %q" SMS PER CLIP, TYP. BOTTOM RAIL ALT. TOP AND BOTTOM WALL MOUNT OPTION WALL MOUNT OPTION 2 WALL MOUNT DETAIL 1 N.T.S. SECTION VIEW DECORATIVE TOPS (SHAPE MAY VARY) POST, TYP. PICKET, TYP M ALL WELDED CONSTRUCTION * WHEN USED FOR POOL APPLICATIONS FOOTER NOTE: FOR HVHZ APPLICATIONS, TOP OF FOOTER SHALL BE 8" BELOW GRADE MIN. 48" POST HEIGHT POST: 2" x 2" x I/B" TOP CAP: DIXIE TOP CAP INTERMEDIATE RAIL: NONE BOTTOM RAI-: 1" x 2"x V8" PICKET: %4"SQ. X 0.062" SPACED TO JUST REJECT 4" SPHERE 3 KSI CONCRETE FOOTER IN WEL- COMPACTED SOIL, TYP. a }� SEE FOOTER LE a NOTE � ►� 1 `� , Lu + - POOL GATE rum (SEE SEPARATE ENGINEERING) TOF CHANNEL COL 1 CONNECT TO STRUCTURE OR END I EXISTING STRUCTURE I s POOL APPLICATION DETAIL 1 N.T.S. PLAN VIEW FENCE EXTRUSIONS DRAWING VALID ONLY WITH ORIGINAL 6061-T6 MINIMUM. SIGNATURE AND RAISED SEAL. VALID EXTRUSION TOLERANCES TO BE PER FOR 500FT OF FENCING AT (1) INDUSTRY STANDARDS LOCATION PER SEALED DRAWING i- 3.000 i 0.075 Lq ~ 0.094 2.625 2%B"X13/" DIXIE GRP. .3 _DIAMETER ALUP CAP OPTION 0.125 2.000 1"x2" CHANNEL -- 7 nnn -1 2"x2"xY" POST 0 Ln 2%"XlY2" OUTSIDE SLEEVE -14 0.750 1- 0 062" r, MIN. %4" PICKET L-1.000 -4 0.125 0.062" o � MIN. .1 1" PICKET OPTION THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE. DESIGN BASED ON ASCE 7-10 USING V "n= 115MPH (3 SEC GUST, UP TO 6'-0" WITHIN HVHZ), EXPOSURE'D', RISK CATEGORY I, USING THE 'OPEN SIGN METHOD'. 70% OPEN USED IN CALCULATIONS. (Vam=V„"*d0.6) THIS FENCE DESIGN TO BE USED AT GROUND SURFACE ONLY, WITH USE LIMITED TO DECORATIVE BARRIER PURPOSES ONLY. THIS FENCE IS NOT INTENDED TO MEET CODES GOVERNING ELEVATED BALCONIES OR STRUCTURAL RAILINGS. ALL FASTENERS TO BE #12 X %" OR GREATER 2024-T4,18-8 SERIES 300 NON-MAGNETIC STAINLESS STEEL, OR CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH 5.1.1C, SPECIFICATIONS FOR ALUM. STRUCTURES -SECTION 1, THE ALUMINUM ASSOCIATION,INC., & APPLICABLE FEDERAL,STATE, AND LOCAL CODES. ALL EXTRUDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6063-T6 OR BETTER, U.N.O. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI U.N.O. AND SHALL BE MINIMUM I.5X THICKER THAN ANY MEMBER EMBEDMENT. ALL EPDXY AND GROUT SHALL MEET OR EXCEED COMPRESSIVE bFTHE CONCRETE AND SHALL BE IRON -FREE, NON -SHRINK AND NON-REACTIVE. COi CRETE FOOT �� y� MIN 0.1%;fIBERMESH ADMIXTURE PER LY. F00',)'i:R OTE FO �APFC�ATN, OP OF FOOTER SHALL BE 8" BELOW GRADE SURfl1UDIN SO FO �E COMPCD 198��" OPTIMUM DENSITY, 2500 PSF MIN AND SHALL BE CLASSIFIED OR VERIFIEp BYHij,PRI RTR CAN'TRUt'fON PER FBC 1806.2 AND SHALL BE SANDY GRAVEL CLASS ONLY. FOi���, LUMINU AT7`AOtiM�NTS iA� ANCF�'O,RS SHALL BE SPACED WITH 2XDIAMETER END DISTANCE AND 2.S�DIAFIETER MIN'V�ACING 7 ApJ}�CE�NT ANCHORS, UNLESS NOTED OTHERWISE. ALLt INUN� WEWING SHALL BEP RFORf�E0 IN ACCORDANCE WITH 2010 FBC SECTION 2003.8.1.4 WITH WELD FIL.t.ER ALLOYSMEEFING A),VSI/AW5 A5 10 STANDARDS TO ACHIEVE ULTIMATE DESIGN STRENGTH IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUA{, PAR I -A, TABLE 7.3.1. ALL ALUMINUM CONSTRUCTION SHALL BE IN CONFORM''.NCE$VITH THE'IOLERANCES Ql1�LITY AND METHODS OF CONSTRUCTION AS SET FORTH IN FBC SECTION 2003.2 AND THE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING CODE -ALUMINUM (D1.2). MINIMUM WELD IS V/e" THROAT FULLPERIMETER FILLET WELD UNLESS OTHERWISE NOTED. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS - -. PER FBC 424 2 X7.1., POOL ACCESS GATES WHEN PROVIDED SHALL COMPLY WITH FBC 424.2 AND MUST BEAT LEAST' 48" ABOV5 E GRADE ::& EQUIPPED WITH A SELF CLOSING, SELF LATCHING LOCKING DEVICE NOT LESS THAN 54" FROM SOT OF GATE. GATE MUST -OPEN OUTWARD AWAY FROM POOL & MUST HAVE NO OPENING >1/2" WITHIN 18" OF RELEASE MECHANISM ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. BENNARDO, P.E. u Z o m N rn z a O a:® d W W ?LL% U Sa z >ULL W oui UI Q� U'a zf m Lu Z� W W 11-1�n 3rL^3.- J Z D a owO1 LU •- go �O �O� a 100-MPS10-6(0.1 MIS z a W W0 o= � -cQ Z H U) N^ W QQd�� r�nn V D z U J zf aQa5Ep W m W U W Z D a z�_ J00 go LLLu � G 100-MPS10-6(0.1 MIS �11 0 ll rym� ym QQd�� Ic/ mil m$ n t 8e ig o L 100-MPS10-6(0.1 MIS