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RC-16-482
Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Pe mit Permit NO. RC -2-1'6-482 Permit Type: Residential Construction Work Classification: Addition Permit Status: APPROVED Issue Date: 3/11/2016 Expiration: 09/07/2016 Parcel Number Applicant 124 NE 96 Street Miami Shores, FL 33138- 1132060132690 Block: Lot: MICHAEL PUCHADES LOURDE; Owner Information Address Phone Cell MICHAEL PUCHADES LOURDES 124 NE 96 Street MIAMI SHORES FL 33138- 124 NE 96 Street MIAMI SHORES FL 33138- Contractor(s) ARCO CONSTRUCTION Phone 305-892-6507 Cell Phone Valuation: Total Sq Feet: $ 18,800.00 192 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: WALK IN CLOSET ADDITION Stories: 1 Front Setback: Left Setback: Bedrooms: 4 Plans Submitted: Yes Certificate Date: Bond Return : Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: 4 Certificate Status: Additional Info: Classification: Residential Fees Due CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $11.40 $50.00 $8.46 $8.46 $3.80 $564.00 $120.00 $45.00 $15.20 $826.32 Pay Date Pay Type Invoice # RC -2-16-58769 03/11/2016 Check #: 1231 $ 776.32 $ 50.00 02/22/2016 Check #: 4022 $ 50.00 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Final PE Certification Tie Beam Bond Beam Window Door Attachment Slab Termite Letter Framing Insulation Drywall Screw Trusses Plan Submittal Roof Sheathing Spot Survey Wall Sheathing Rake Beam Footing Window and Door Buck Roof Trusses Density Fill Cells Columns Wire Lathe Final Building Declaration of Use Review Building Review Mechanical Review Structural Review Electrical Review Planning Review Plumbing 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 zoning. Futhermore, I authorize the above-na ! ed contractor to do the work stated. Authorized Signature: Owner / Applicant • ractor / Agent March 11, 2016 Date March 11, 2016 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Permit NO. RC -2-16-482 Permit Type: Residential Construction Work Classification: Addition Permit Status: APPROVED Issue Date: 3/11/2016 Expiration: 09/07/2016 Parcel Number Applicant 124 NE 96 Street Miami Shores, FL 33138- 1132060132690 Block: Lot: MICHAEL PUCHADES LOURDE: Owner Information Address Phone Cell MICHAEL PUCHADES LOURDES 124 NE 96 Street MIAMI SHORES FL 33138- 124 NE 96 Street MIAMI SHORES FL 33138- Contractor(s) ARCO CONSTRUCTION Phone 305-892-6507 Cell Phone Valuation: Total Sq Feet: $ 18,800.00 192 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: WALK IN CLOSET ADDITION Stories: 1 Front Setback: Left Setback: Bedrooms: 4 Plans Submitted: Yes Certificate Date: Bond Return : Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: 4 Certificate Status: Additional Info: Classification: Residential Fees Due CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Amount $11.40 $50.00 $8.46 $8.46 $3.80 $564.00 $120.00 $45.00 $15.20 Total: $826.32 Pay Date Pay Type Invoice # RC -2-16-58769 03/11/2016 Check #: 1231 $ 776.32 $ 50.00 02/22/2016 Check #: 4022 $ 50.00 $ 0.00 Amt Paid Amt Due Building Department Copy Available Inspections: Inspection Type: Final PE Certification Tie Beam Bond Beam Window Door Attachment Slab Termite Letter Framing Insulation Drywall Screw Trusses Plan Submittal Roof Sheathing Spot Survey Wall Sheathing Rake Beam Footing Window and Door Buck Roof Trusses Density Fill Cells Columns Wire Lathe Final Building Declaration of Use Review Building Review Mechanical Review Structural Review Electrical Review Planning Review Plumbing March 11, 2016 2 BUILDING PERMIT APPLICATION 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 FBC 20W Master Permit No. % ! L6 � - Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION 0RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR JOB ADDRESS: City: IZy N/96af. DRAWINGS Miami Shores County: Miami Dade Zip: Folio/Parcel#: Occupancy Type: Load: Construction Ty Is the Building Historically Designated: Yes NO e: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): MtL4F/ (/ iI5 Phone#: 30r, 3,q,- 31-e Address: 1 24 A l: 7I S 1r City: A (q Vbt State: Tenant/Lessee Name: e Email: (I*i �C IN1.Qi.pu.ckt ii 14..1.J. eo0A.._ CONTRACTOR: Company Name: p/42 Coss 411-4 Address: /%Q9 ,u /Oy� s City: 147. ,v.State: Qualifier Name: 1�PSk r se>7 Phone#: Zip: 3 3/2? Phone#: r-ST2 g.r_ Zip: 3/S� Phone#: State Certification or Registration #:�� G -C /rO 7 •4 , Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ /PEO 0 Type of Work: EXt' Addition ❑ Alteration n I Description of Work: ,/k / �, dare f — AciG�it��-Tl Square/Linear Footage of Work: /992 ❑ New ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: t CCF$ l •y0 Submittal Fee $Z ® D-ae Permit Fee $cJ15. �' T . Co Scanning Fee $ 'E .0) Radon Fee $ Q Technology Fee $ l5 • o� l� Structural Reviews $ tao Bond $ 5-'0Q • O' 4) TOTAL FEE NOW DUE $-TiG. s2- DBPR $ 11SO CO/CC$ 5.°•(DC3 Notary $ Training/Education Fee $ 3 • O " Double Fee $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip N/9' Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sign OWNER or AGENT The foregoing instrument was acknowledged before me this , day of b L/ 20 t (D by - (('t'(kPt PLICt' (t$lho is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as Sign: Print: Seal: I C' C '1 ",29E' CUa'n MY r.: ..,,.1, 7-0:C544 Ev' , ' „J,-?1,LJ17 Bc„_aC : �ti'sc Sti.'.e Vsu '.c,; *************************** APPROVED BY (Revised02/24/2014) Signature RACTOR The foregoing instrument . acknowledged before me this Ck day of -C-C-..01(1.A Q MI 20 ( by CS , .,21 5 LN , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: • : '` MY "CSSit #rF02.1.3,. , I C 6r. JIM 21,%317 `4f 8c;__dt re ;ti Stet'n_.nlc *****'****************************************************** ************* Y 10 271-t-//,‘, Plans Examiner )/(Y G Zoning Structural Review Clerk Arco Construction Corporation February 8, 2016 State of Florida County of Miami Dade Before me this day personally appeared Lester Jensen who, being duly sworn, deposes and says: All work to be performed by Lester Jensen or licensed and insured subcontractors. Sworn to (or affirmed) and subscribed before me this Og day of Personally know Or Produced Identification Type of Identification Produced �I C71_ 1 t .29FF CU7.11'1) MY CC^.i;:,.FSIC:'. F; C"6644 EP 21, 2017 Boas:d Stz'E:r.=�'.nc' CQJkQ Print, Type or Stamp Name of Notary 20( ,by General Contractors/CGC1505163/1665 N.E. 137`h Terrace/N. Miami, FL 33181 305.892-6507 Notice to Owner — Workers' Com p Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signa Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of FCIOrLACAlti,20 1U . By 1,•4IChar'i PUCh0C(c's Notary: SEAL: who is pe s. onally known to me or has produced as identification. uuV r v CO •yISSICN 1:7%1'344 EXPIRES: J1. ; 11, 2017 Bznin' -«-en: ;1_. ":-: Law -ria AC R» CERTIFICATE OF LIABILITY INSURANCE DATE (MWDD'YYYY) 06/01/16 THIS CERTIFICATE 15 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATNELY 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. PORTANT: N the certificate holder is an ADOmONAL INSURED, the policy ) must be endorsed. H SUBROGATION IS WANED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certifkAster does not confer rights to the certificate holder in lieu of such mss), PRooucsa H.G_ Hddam titstsrance 3830 Jog Road Lake Wath, FL 33467 Phone (561)434-4451 INSURED j CONTACT PHONEtar (561)434-4451 AADORES& a aiahghOldarn.CCRt NAME: Fax (561)434-3505 Arno Construction Corporation 1665 NE 3781 Ter N Miami, FL 33181 561 ! FAX N* (561)434-3505 INSURE AFFORDING COVERAGE ersuRERA: Federated Nation Insurance Co 1 MNSUREil a : MAIC 1SOMMER C: I fliStMER G : INSURER E 1 INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO AU. THE TERMS, EXCLUSIONS AND CONDIi1ONS OF SUCH POIJCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. rI�A LTR TYPE OF INSURANCE GENERAL. LIABILITY W C.05o.4ERctAL Ga ERAL LIASILrlY A El L= CLAIMS -MADE /.,JJJ OCCUR AOOtSUBR INSt i W VD GEN'L AGGREGATE LIMIT APPLIES PER teJ POLICY PA 0 LOC AUTOMOBILE UABtrfTY 0 ALL OEDANY AUTO 1-7L AUTOS L_i ASCHEDU UTOS � HIRED AUTOS 0 AUTOS 0 )UNIISRELIA LEAS L DccUR LJ EXCESS UABr L� cIAIms44610E POUCY NUMBER 9POuCT POUCY EXP 40411XYYM1 IMMIDONYYTI N N GL -0000022593-02 06/05/2016 06/052017 EACH OCCURRENCE LBWS DAMAGE TO RE IEii PREMISES Me occurrence) s 300,000.00 s 100,000.00 MED EXP (My ons person s 5,000.00 PERSONAL & ADV tN.IURY s 300,000.00 GENERAL AGGREGATE $ 600,000.00 PRODUCTS - COMP1OP AGG $ 600,000.00 Ea WHOLE UNIT S S 'BODILY INJURY (Par meson) $ BODILY INJURY (Pen a) PrI?FaERVracidenODAMAGE $ r DED D RETENTION S WORKERS COMPENSATION AND EMPLOYERS UAB Y1 N ANY PROPRETORPARTNEFLEXECUTIVE EXCLUDED?(Mandalar in NIS gyasss� Or Pf ON under OF OPERATIONS bebw EACH OCCURRENCE $ AGGREGATE 5 NIA } TORY U s L_s OTH- ER S EL EACH ACCID@iT EL DISEASE - EA EMPLOYE S DEsctePTION OF -OPERATIONS tuSCATiona 1 veac ES punch AGORD 101, AdrBlbnei Recearks Schedule, 11 more space is nglered) CGC1505163 CERTIFICATE HOLDER EL DISEASE - POLICY LAST CANCELLATION Nang Shores Wage Bldg Dent 1C050 NE 2nd Ave heami Shores, FL 33138 SHOULD ULD ANY OF THE ABOVE DESCRIBED POLXIES P5 CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEJVERED N ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010!05) QF �i 1988-2010 ACORD CORPORA, IQN. Al Nights reserved. The ACORD name and logo are registered marks of ACORD NORTH SCALE: • • • • • • • -~'�• 0894,R/W • 4, • • • r • •.• • .A (DOTAL) — • —•-t--f—. -. •--• --1- '— • • • • • • • • t 12' MEDCAN • • • R • • • I 20.00' ASPHALT PAVEMENT N.E. 96t1j 4TRET • • • • • • R • • • • • •• • • • • • • • J•• ••♦ •T• 00 C*l—& 1 EF • • • • • k_• J. OCK ZNER F.I.P.1/2 NO ID. .1/2` 106.20' (R&M) ID. 0.97' ONE-STORY RESIDENCE 10.10' No.I24 28.80' CONC. 11.07 N 4.90' 5' 24.90' 9.00' o.„,-, r:.::� tBRICK.:4:in'.z 5 o ALUMINUM o SHED 10.00 F.I.P.1 /2 NO ID. 5.30' CBS Property Address: 124 N.E. 96 STREET MIAMI SHORES, FL 33138 2 o �jl 1ju L 100.00' (R&M) / + 15' ALLEY .J 10.00' ASPHALT P1IVEMENT 0 U1 SURVEYOR'S GERTI>:IGATIOH : 1 HERESY CERTIFY THAT THIS 'BOUNDARY $Utt+E 7' IS A TRUE AND CORRECT REPRESENTAT1017 OF A SURVEY PREPARED UNOE0 Mt DIRECTION RMS &DIARIES .hMT.l THE M0I*MUN T ECHN+CAL ST AWARDS AS SET FORTH 8Y THE STATE Of cL0P'08 HOARD 0,PRO7158407 871850 SUR '&0'ERa!GI 7.8 7LCRtOAADAIHIISTRA"OE COOS PORSUANT TO872 CR 7.FLORW STAT ,I, SIGNED MIGUEL ESPINO3 STATE OF FLORIDA•2 ,.0'+, 57.105'IICU' 717 4f.. t Ft F: C 5 1,- T Z. < 51,. 011.7. '�..S *RR E'ti'Y+i:J'.•! M :.4: T,[t. f IPE': AL .I C:.t(F: 1R7-1 _IC 4A4'E'P FOR THE FIRM P.S.M_ NO. 5101 J. 097 NO ID, Notes: FENCES ENCROACH ALONG EAST LOT LINE. MIGUEL ESPINOSA LAND SURVEYING, INC. 10665 SW 190TH STREET SUITE 3110 MIAMI, FL 33157 PHONE:X:35)(36) 740-3319 airo -3190 FAX: (305) 669-3190 LB#: 6463 Accepted By: Tir ANNA Survey: A-26193 Page 1 of 2 Not valid without all pages. •,14 • •` ' ‘,....‘,......1.i Sulve/o•r's •Lariand•. • •• • •• • • • • • . • • • • • PROPERTY UNE • • • • • • • • • • • • • r9.R.. • FARING REi9PENCBP TEL. TELEPHONE FACIUTIES STRUCTURE END FOUND IRON PIPE /••• • • • CONC. BLOCK WAIL PIN AS NOTED ON PUT L CENTRAL ANCLE OR D?LTA U.P. U1IUTT POLF ori>-•'—m —X—K— CRAM-LINK PENCE OR WIRE FENCE LB/ LICENSE 9 -BUSINESS R RADIUS OR RADIAL E.V.B. ELECTRIC UTIUTY BOX - SURVWOR YOP R 0RADIAL TIE •SEP. SEPTIC TANK _.-//—//— WOOD FENCE LS/ UCENSE 9 • O. • • • a IRON FENCE CALC CALCULATED POIN't • • • •N.R1 • IMI RADIA.. • D.F. DRAINFIELO + • • • a •PICAL ••: • •• A/C AIR CONDITIONER SET SET PIN • • • *P. •TY• / CONTROL POINT a . s o•I�p. r 1009 R00 •• •• • s/W SIDEWALK --- CENTER UNE • • •0. •l.• (.f• •ff • • CONCRETE MONUMENT I.P. IRON PIPE DWY DRIVEWAY VZELZA W000 DECKBENCHMARK NAD NAIL & DISK SGP.SCREEN PARKER-KALON NAIL GAR GARAGE r CLEV ELEVATION PK NAIL I '_ CONCRETE • • • • • • J • • • • •ENCLOSURE I//�//� P.T. POINT OF TANGENCY • • • • 0.1• • IBILL•10LE • (NCL. • • P.C. POINT Or CURVATURE • • • •fJ• • . • • • C�• • • r`Ell• . • 9.1.S. NOT TO SCALE t2I�L2 ASPHALT • F.F. 1INNISNED FLOOR 13001814 BRICK / TILE P.R.M. PERMANENT REFEREN. • IINUI4 T ± a• • .PE .T�R.HT • f f 1®' • TOP Or BANK P.C.0 POINT OF COMPOUND CURVATURE M.M. 4ANH019 T.0,9. ('/j/�- WATER P.R.C. POINT OF REVERSE CURVATURE 0.1.1. OVERHEAD ONES E.O.W. EDGE OF WATER I, APPROXIMATE EDGE OF WATER P.O.B. POINT Of BEGINNING TX TRANSFORMER E.0.P EDGE Of PAVEMENT P.O.C. POINT OF COYMENCEYENi CATV CABLE TV RISER C.V.G. CONCRETE VALLEI' GUTTER �-!' COVERED AREA P.C.P. PERMANENT CONTROL POINT W,Y. WATER METER B.S.L. BUIl01NG SETBACK UNE Oa TREE M FIELD MEASURED P/E POOL EOUIPMENT 5.1.1. SURVEY TIE UNE P PUTTED MEASUREMENT CONC. CONCRETE SLAB 11 CENTER LINE POWER POLE WICATCH BASIN 0 DEED ESM1 EASEMENT R/W PIGN1-Or-000 WI C.U.E. COUNTY UTILITY EASEMENT C CALCULATED C.C. DRAINAGE EASEMENT 8,11.1. PUBLIC 01.1111 CASEMENT 1.149..E., NOKE SS / EGRESS EASEMENT L.M.F LAKE OR UNCSCAPE uAINr ESMT L.B.E. EAN05CAPE, BUFFER EASEMENT 0.9E CANAL MAIHIENANCC E45EMEN1 F.O.C. FOOT OVERHANG CASEMENT L.A.C. iIVlTEO ACCESS EASEMENT q E ANCHOR EAEASEMENT. VE. UTILITY EASEMENT 124 N.E. 96 STREET MIAMI SHORES, FL 33138 M.,„,, t . General Notes; L O C A T O N A A P ,,----,_; -wN "" _ �« ,-�, tis h' N� Y f"� e H PS,,. - a ._ „ "�' E r 9 ,....A., ,„ _ 11i "a � ,,,, r:A s 14 - — y .. ,,,z,:::,":.".1,..:.. .:.,, "„P.." .Mw. ",.., _.-...w.," N O T T O S C A L E 1. The Legal Description used to perform this survey was supplied by others. This survey does not determine or is not to imply ownership. 2. This survey only shows above ground improvements. Underground utilities, footings. or encroachments are not located on this survey map. 3. If there is a septic tank, well, or drain field on this survey, the location of such items was shown to us by others and the information was not verified. 4. Examination of the abstract of title will have to be made to determine recorded instruments, if any, effect this property. The lands shown herein were not abstracted for easement or other recorded encumbrances not shown on the plat. 5. Wall ties are done to the face of the wall. 6. Fence ownership is not determined. 7 Bearings referenced to line noted B.R. 8. Dimensions shown are platted and measured unless otherwise shown. unless noted. Community Number: 120652 Panel Number 12086C0302L Suffix: L Date of Firm Index: 9/11/2009 Flood Zone: X Base Flood Elevation: N/A Date of Field Work: 11/1/2011 Date of Completion: 11/2/2011 9. No identification found on property corners 10. Not valid unless sealed with the signing surveyors embossed seal. 11. Boundary survey means a drawing and/or graphic representation of the survey work performed in the field, could be drawn at a shown scale and/or not to scale. 12. Elevations if shown are based upon NGVD 1929 unless otherwise noted. 13. This is a BOUNDARY SURVEY unless otherwise noted. 14. This survey is exclusive for the use of the parties to whom itis certified. The certifications do not extend to any unnamed parties. :_.I- • erti ee o: I 'r ■,R A 6L•11=6. TITLE INSURANCE COMPANY, , . Its'successors and/or assigns ,CL ARILES.-V ,t. 6 r-r: 1.--• as their interest may appear. Lega Description: 12 D 13, BLS K 2B, • SU:DIVI ION A AMENDED PLAT • M A I SHiR E TI•N 1. 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA PRINTING INSTRUCTIONS: MIGUEL ESPINOSA LAND SURVEYING, INC. While viewing the survey in any Acrobat Reader, select the File Drop-down and select "Print" Select a color printer, if available, or at least one with 8.5" x 14" paper. Select ALL for Print Range, and the # of copies you would like to print out. Under the "Page Scaling" please make sure you have selected "None." Do not check the "AutoRotate and Center" button. Check the "Choose Paper size by PDF"checkbox. Click OK to Print. 10665 SW 190TH STREET SUITE 3110 MIAMI, FL 33157 PHONE: (305) 740-3319 FAX: (305) 669-3190 LB#: 6463 • `Zy. !IcN-, Survey: A-26193 Page 2 of 2 Not valid without all pages. ; • - - 1-- - -1 .44 f. : . • . .1 . : s ' : • . ... . . . -. - i : • : s • - , _ ,...... . ,_ ... •...__ .. 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LANDERS, PI • • • • • • • • : PE#O38398 • • • • • • • • • • • • • • • • • • • • • • .6 • CONSULTING ENGPIPEERS: •• :•• (3051823-3938 • • • • • • • • • • • • • • • • • • • • - .E. _.1„ • Cest-Ce5 —(3-47 • • .1 • 27, te,? . ..... 5; --- :. . 1. 7 , . -• 1- - - ------ ..: • R. , (ave. ..:. .....4,11. . : .........i. c,.... k....., . .• . a arrror ‘-r-- i • . . . . . . ... . : • . :1 • 1 .• E '"--- I --1-- -E---. - --,----1-- - t ; . i i .• , . : . . . . . . ....--- = - 1It--- _ ' t...............7! 7c61 --,x-, ..-5,,,-.I..i.er...... 7 • c . s• , , - .._ .„.. ,......i,„„ ,.z....„_;„.._,...s......s. ...,.i..... ..1....„ .........._,.........„,_ .,...i......._ _,,...... __„,...„., ....,,,,,, _,—s — r....-...— airar.r.,...............762-4-• irr. r...• %tr..... r • r i - • i'' - 4 'C t 3 3 ..: i i i . • . - : s• .. .- : ;•....... .4.4. As..........4,- ...........r...... • .1... A ...• W..* •P••••••,...I.r.......L • •••• ...,.• . .. 446". .1416,.....V4442, ...Fe,. 411,44.4.......• • ttliti.....t.t, 42.-7.A.J.110.1444‘41410 ..."4,421.A.,11,0&08.1.7,14..11. ...It+ ••%4I...,...,.....,,,,,,,,K1+1.4.141.4 is. ••••••••••!,17......ritIRIA2nr7.1.Y. ..1.7% ty7S, ..,.. S t. i: • -1:----- 4-- --e-- — 3- — .,..- • . .: ..... r. '..r.-.... 1 ; - . , ..,- i :.• I t i t : . ' ..-fr—,...• 1.-;,—. - ...,.....,.....— ........- — ,..—,........;..— ........ • ' . I 7 • Is. -4- :3 7 • • • • 6 • 7 , •• - • .r.rerr ...t..arr.:Iry .•••••— • '••••••••.•rryre 4•-••••• •arrrr4ar.-r... • rr S . • • • PI r.* • • .• "Arr...., r, or. ase• r• rm. rear. .4. — • • t3' • ._ 'fLQi'cQ». K^-; It• 1 - (95 5.3.)cs-471- 7 3- I • •-• • ••• Edward A:: • ••• LANDERS' RE •• CONSULTING ENGINEERS ••• • • • • • .1 • • • • • • • la • • • • it038398 • • • • • • • • • • • • • • • • • . * • • • (3OS)823-3938 • • 0 • 0 • • ••17. 0.1,0 • • • • • • • • • -. • . . 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V.., IILY • .1.4 ',in. • • -„,..,..-•emoim...e.•20.14-4-44,•••••••.,04• •••••....4.4+,- n•ot ....us.* . • : i • f .: • : -. ..... .„.. .4... .... 3- • ./..... ... 4 ?• ..._t_ ....i ____t_ .....1 .-__- z 1 z i . : . • : . - . 5. . . . : 1 . . • ..... v -14._ ._...,...... -.4 .... - -,. .-. -.....1.-.....„-........._- _...... - -.._....±. ...-,....-------.......5._ --, - - — - i....-- .4..., -,:„r.. ,..,...i......,..4. --..,f....-• ..,I:.. - : • •L • . • - -1, 4..• . • . . .::: .. .. • ..v. • • ,...•..4.,•....• .. .-., •• -. • • ovir,-.0- • • -•'":•• •—••*- -''''' - "4 • • . • • • i • • • • ; • • 40- • • • 1 • • :. • • • • ..'... • • • • • • • • • • • -• • 1 • • • • • ; •• i t • ,• f • • • : • • • • • • • • • • • • • • • • • • . . • • • • • Ete 4038398 • • • • EdwardeO• • • E • • • • ••• • • LANDERS, r. • (305)823-3938 CONSULTING EOPtEETIS• E.,i 71" ; • • • • • • •• •• • • • ••• 11 • • • ••• •• C-Atc.3 /---f 3 -i6 TABLE3.2.1.2; Reinforced Wall-• rop8rtles for Load Cbmbinations Not Including Wind or Salsmlo Concrete Masonry Wall Prooe s t 8 (!ttl �I Steel ftelnforceni p�n�pM�s em. �om n Er 29,000,000 pal ForEffactive Depth , d a 18125 in Fy 60,000 psi Out -of -Plane Resisting Moment and Shear for Bars Positioned In the Center of the Wail • .. Bar '• .:..'Size • •. .7 • 8 •8 «6 . • .4 .. • . • .. • . • . • .. • . . ... ••• 7 •8 8 7 8 7 6 6 74 6 8 s 8 8 7 Bar Spacing 'gni' 1 A4ft r is 1,380 pal In-10/ft •• 8 . 1.19 20472 ;.:Q,: 0.90 49,008 •.8.. 0.66 17,730 :ALL 0.89. 16,809 . A . 0.47 16,221 •.1A.' 0,45 16,880 •, ,4`., 0.40 16,040 0,33 14,499 0,30 14,301 •2+i 0.30 14,087 32 0,30 13,987 40 0.24 13,160 18 0,23 13,04 32 0.23 12,972 24 0.22 12,896 48 0.20.12,485 40 0.18 12,103 32 0.17 11,788 24 0,18 11,508 48 0,15 11,374 18 0,16 11,374 40 0.13 10,896 66 0,17 10,684 56 0.13 9,749 32 0.12 9,598 84 0.15 9,349 48 0.11 9,105 84 0,11 8,530 • 8.., Bar Size Bar Spacing (In) 4 24 8 72 8 58 6 40 7 72 6 84 5 48 4 32 • 8 96 8 . 72 7 96 5 58 4 40 8 120 6 84 6 .96 7 120 5 72 4 48 4 56 8 .120 5 96 4 64 4 72 6 •120 4. 98 4 120 n!/If In-lb/ft 0,10 8,311 0.13 8,310 0,09 7,804 0.09 7,763 0.10 7,582 0.08 6,829 0.08 8,808 0,08 8,306 0.1.0 6,232 0.07 8,070. 0.08 6,887 0.07 6,878 0.06 5,080 0,08 4,906 0,08 4,881 0,08 4,662 0,08 4,549 0.06 4,339 • 0.06 4,264 0.04. 3,885 0,04 3,842 0.04 3,254 0,04. 3,198 0.03 2,843 0.03 2,603 0.03 2,132 0.02 1,706 Bar Size 6 76 6 8 8 4 78 6 78 7 8 8 4 7. 8 7 8 Bar Spacing n 8 8 18- 18 24 18 24 32 40 18. 32 .24 48 40 32 24 18 48 58 40 68 84 32 8 (Table Arranged by increasing MR) 1.9 0 0 0,8 0, 0,47. 0,45 0,40 0,33 0.30 0.30 0,30 0.24 0,23 0.23 0.22 0,20 . 0.18 .0.17 0,16 • 0,15. 0.1:5 0,17 0.13 0.13 0.18 0,12 ,0.11 ei 1,500 psi In-lb/f0 Bar 8Ize • Bar Spacing In a 1,360 psi 1,600 pal 21,860 •8 72 0.13 8,928 20,847 4 . 24 .0.10 8,348 -19,201 7 72 0.10 8,114 18,088 8 68 0.09 7,840 17,511 5 40 0.09 7,786 18,963 8 84 , 0.08 6,860 18,306 lc,:..ati....=18 .. e,1 9 15,660 6 J 48 1'0,08 6,534 - , 15,381 4- $. 'Oat- . 15,196 8 72 0,07 8,097 16,118 7 98 0,08 8,086 14,181 6 56 .0.07 5,800 14,127 8 120 0.08 5,36.7 13,963 .4 40 0.08 5,104 13,871 6 • 64 0,06 4,900 13,392 7 120 0,08 4,888 12,982 8 96 0,08 4,673 12,592 6 72 0,05 4,368 12,318 .4 48 0,06 4,278 12,171 4. 68 0.04 3,887 12,171 8 120 • 0.04 3,888 11,479 8 . 96 0.04 3,287 10,888 4 64 0.04 3,209 10,432 4 72 0,03 2,862 10,044 5 120 0,03 2,814 9.643 4 98 0.03 2,139 9,146 ► 4 120 • 0.02 1,711 , 28 e„,gaA41; : - ..... • .. V tf-- :a- :5' TC'eit • .cre, .3;1 a • • • • • • . • • • • • • • • . • .. 0410 .. . . . .. g.>. rz 1 cfez)? 2Z6 pt./ o>,/ A-sc 8?#4 . 000 000 000 •• . ... . . 0. •! . Edward. • :°.P 4(48398 • • • • • • • . . LANDERS, RL.• •. • ..(105)§23-3938 CONSULTING ENGNi•TI3SE : i • *40 041 • • • 00 00 000 • • • 16041 • • 1•0111.011010M1111111•01 w ......... y• • • ct() 64 37 4-13c; 6mpes " t -D • • .. 15-e - 3 tiA rem vasoma : r •• • • • 11..• • .46 • • • ..... •••• •• • • .... • • •• ••• •• • • • dry - .... • •040 •000 600 ••• • • • • • • • • • • • • •.• i #P48398 Edward hi. i• • • .•• •• • • • • . • • • • LANDERS, P.L. . . y ...a05)$23-3938 CONSULTING ENGiNEiR,S:: •• • • • ••• • • • • • • • • • 4 • • •• •• • 1 • SO *0 ••• • • • *0* 0 • • dr? ev,r /Arai ! : : . ... . . 7-7-r&C:ri %ow • • -; • 4 ... . • • , • , tA • • ••• . • .1-0 • 5: ‘1/ -12 -1707 /-.-- • A ZV--• ..:.g: , . . ., S ' 1 - ••••f f tA-1-c-.rtirc..i. 4)-Arw i , i VI - . 0.. 0 -? •:/c Ft • c2,,:.066 • .•! • • Pk, .0i 3 3. ifft. --r7 0;35 is --41) v , . ....-•9' .• • • 11 .. • ... •• • • . •• • • ' • •: • • • • • ...... • • -• • . • • • • • y. • • . :fib • ••••••,. • I Svc, • 1 : • p..r? . 1-3s)voks • • • • •• • • • • • •• • F5:E.• #038398 • • • • • • • • . •• • ••• • • • • • oz.,, • • • • ••• •••• CONSULTING ENqINFE.R? i° • •••• •• ••- ••• • • • • (305)823-3938 ••.. • • • . • • •• • • • • • • • •• •• •• ••• • OW!' • 3 I 0 6 : . 4; ; •i Ix to!, • *lb : a •••4;•;. • % •;f•-•,,4 I 5- ........ ,ri...,i. 0 • .. ..,. ,-z..o 44. ....... Ot •: ,4 . . ': • • . • . ". • 114e. 1 ' 1 . -........ . ...,,,,- . ......,.....0, •-1 ... ' • • : ? • : . • • . .- ...4 --- :',.. -.. ... k • ... ..... :,.. , ,..... -3. . • - - - • . . • 0.4,5744 (92?4,-sitc1,4-te • • 5 4-Z7 • • • e Nc. 7z_ — Q& ....... i • t- - -: .• • : - . . , ;... r . . . -... •••.: '•••••••• • • • " :• •• • • •: • . : • • •• : ..... . • • •• • •- • ii • - • • ' • • •• • • • • • • • • • • • . • • • • • • • • ' - • • • • • • • l• • • • :• .. • • • • , • . . • •••• ": •••• P:t. #038398 • • • . • . • . • •• . . Edward .A. •. i• • .1 • •: • •• • • . • • • •• • • LANDERS, RI,: . • (305)823-3938 • • •• • • • • • • • • • CONSULTING ENiINIEE.R.S •i•:* i • . •i ••• • •• •• •-•.,...........„— ft 3---G, t. : 4 IQ. • . . - • • • "S .13•••••••1111••• 4 .. r .. ,•• • - • f • ? s . • • ). — • • ,-; !... :. • • i • •••••••.f.,VAv.W.•h•••.••.••• 1. • • *":-• • " s : . ?.• ; i •.: s i • i 3i . .. : . • • • • • • • , . • • • • • . - • 3 • • • • • • • : ; • $ • . • - 11:: • . • . • • • . . . . . • • ••• • : • • • •• 41• • : • • . a . • .. • . 6 4 • 6: • 6 • • • • • • • • • • • • • •• • 4 • ID: 11: • • • • • • • • • •• • .• • RA. #038398 • • • • • 4,. • • •••• • • •Edward°4• •• •a •4. •-•.• •LANDERS, RE, (305)82 3-3938 • •• • 0. CONSULTING ENql'Nf ER • •••• • • • . • • ••• • • • • • • 1" • ..• 4 4 • • • •• • • • • • •••• • • •• • • • • .• • •• • • • • • •• • • • • • •• •• • • • • • •• • • • • •••• • •••• species and commercial grade non-Qense select SIniclura► -No. t Dense 1 • 1•Non-Dense f'D.2J ns° Nal Non -Dense Mea • Steef Select Structural Afger Structural • 1(ctippgse Select Structural Dense 1,404••• o.1 Non -Dense No,2 Dense No.2 Nit.• No0•Denee No.3 ::S,pL/T.IJERNI31t,,1E Dense St r>rotural 88 ' t1'at:i:3m>xrUnt •_ ral SOUTFERN PINE,; Dense Structural 86 Dense Structural 72. Dense Sinielurel 65 Size classification 2' -4 -thick . 10' wide Better Fo . 1850 1450 1300 1200 1200 . '1050 950 500 2050 1900 1750 1350 1250 1150 1.150 975 900 TABLE 8.4 (Continued) Design values bt finds per softie inch (psi) Tension parallel to grain I 950 775 725 650 625 575 550 325 1100 1060 900 725 875 600 575 550 526 2 Shear parallel to grain Fv 90 90 90 90 90 90 90 90 90 90 90 90 90 90 99 90 Compression •Perpendicular to.grain f Fol 480 660 565 480 68.0 565 480 565 Compressidn parallel to gain iFc 1750 •760 1690 1500 1650 1500 1400 850 660, 1950 565 1800 480 1700 660 1700 565 1600 480 1500 .660 1600 565 ,145©: 480 5651350 25 2"4"alkil (Dry sernditions — 19% or,less moIisture q tb 155 1 2200 1450 130 6800 2"-4"thlck 12• wide 2 -1/r -4 -thick 2'912-& wider 90 If 2100 1750 1600 • Met service conditions) 1400 -. 1200 1050 145........ 120 _^110 440 440 440 2000 1650 :a Modulus of Elasticity 1,7.00,000 1,800,000 1,700,000 1,600,000 1,700,000 1.600,000 1,406,600 1,400,000 . 1,900,000 1,800,000 1,700,000 i,aoo,000 1,700,000 1,800.000 1,700,000 1,600,000 1.400,000 1 400 000 . 1,80Q,000 1•80Q,0o0 1$ k 1300._ 1,600,000 1100 1,600,000 a r.4IiJ' a ;r 1F- 1000 1,600,000 '°`e C•sxamrt xe, AFPA (formerly NFPA), Washington, DC, 1991. Gratfmg Rules Agency • •• • • • • •••• • • •• • • •. • • • • • • I • • •• •• • •• •• • • •• •• • • .••1 ••w Dense Select Structural Select 5trVetural Non -Dense Select Structural No.1 Dense. No.1 No.1 Non -Dense No.2 Dense No.2. No.2 Non -Dense No.3 • • • Stud • • • • Construction Standald • • • Utility Dense$t?raturai •Select Shwhleh •Non -Der> Oct Structural No.1 Dense • 'No.1 •••• No.1 Nan4Dgg• o.2Dep ••• 02 No.2 Noo-Den'4 • No.3 • • • benne Select Sal, Select Structural Non -Dense Select Structural No.1:Dense No.1 No.1 !Non-Oettse No.2 Dense No.2 No.2 Non -Dense No.3 Dense Select StniethraI Select Structural 2"•4"thick 2"-4` wide 2'-4"thick 4''wkte 2'-4'thlc k 5"-6" wide 2"-4"thick 8" wide TRW ArtiMPTARfr6;374.RfAir4War4.-WIMItqt041.,IgtM, 3050 2850 2650 2000 1850 1700 1700 1500 • 1350 850 875 1650 1600 1350 1100 1050 900 875 825 775 •476 500 100 100 100 100 100 100 90 90 90 90 90 660 565 480 660 565 480 660 565 480 565 565 2250 2100 1950 2000 1850 1700 1850 1650 1600 975 975 1100 • 625 300 2700 2550 2350 1750 1650 1500 1450 1250 1150 750 2450 2300 2100 1650 1500 1350 1400 1200 1100 700 825 350 175 1500 1400 1200 960 900 800 775 725 675 425 425 1350 1300 1100 875 825 725 675 650 600 400 2150 1200- 2050 1100 144 90 90 90 90 94 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 ',90 .90 565 565 565 660 565 480 660 565 480 660 565 480 565 565 660 565 480 660 565 480 660 665 480 565 1800 1500 975 2150 2000 1850 1900 1750 1600 1750 1 1500 925 925 2050 1900 1750 1800 1650 1550 1700 1550 1450 875 2000 1850 9,800,000 1,900,000 1,800,000 1,700,000 1,000,000 1,700,000 1,600,000 1,700,000 1,600,000 1,400;000 1,4001000 1,4001000 1,500,900 1,300;000 1,300,'000 1.900.000 1,800,000 1.700,000 1,800,000 1,700,000 1,600,000 1,700,000 1,600,000 1,400,000 1,400,000 1,460 660 1,900,000 SPIE 1,800,000 1,700,000 1,$00.000 1,700.0150 1,600,000 1.700,000 1,600,000 1,400,000 1 400.000 1,900,000 • ..... . . , • • • . r I' -4? re ‘'•—• -5 3 s -s - 178,7 p61.- • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • , • • • • • . „ . 3 1317 • • • ••• ••• ••• • •• • • •• •• PZ:Nri8ase,.: • • • • • • Edward A. ••• • • . • • •:• • OW:23:3918 LANDERS, RE. CONSULTING ENGINEERS :: • • • : : • . • . •• •• • • • ••• ••• • • • •• ••• • • .1111•MMIIIR. Date Company Address City State CeiWi' d Vers Developed by MEGA Enterprises, : 1/13/2016 Name : Edward A. Landers, P.E. : 7850 NW 146th Street : Miami Lakes, : Florida vis. 2 .I.0. Inc. Copyright 2016 Project No. . Designed By . Description . Customer Name : Proj Location : File Location: C:\Program Files (x86)\MECAWind\Default.wnd Roof not shown -I Walls ASC "' ?.v 1514608-01 Edward A. lenders, P.E. Wind Pressures 1086 NE 96th Street Miami Shores, Florida 3 I 1 Gable Roof 8 <::= 7 __d?cess r -_ !��,�f,c.: _ _ c_ (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 ft Description Width Span Area Zone Max Min Max P Min P ft ft ftA2 GCp GCp psf psf UPLIFT UPLIFT UPLIFT DOOR 2 WINDOW B WINDOW C 2.00 2.00 2.00 2.67 9.33 6.33 10.00 10.00 10.00 6.67 5.33 5.33 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*VA2*Khcc*Kht*Kd 33.3 33.3 33.3 17.8 49.7 33.7 1 0.25 -0.95 2 0.25 -1.43 3 0.25 -1.91 5 0.86 -1.18 5 0.79 -1.04 5 0.82 -1.09 •• ••. . • • . • •• • • • • • • • •• .•. •. • • • .. • • • . • . •• • •• • ..• .•• .•. . • • • • • • • • • • • • • . • • • . .• • • • • . • 0 • • ••. • • Y • ••• • • • F • • • • • • • • Y ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0110 • • • 0410 • • 16.00 16.00 16.00 35.31 32.90 33.81 -38.28 - 54.78 -70.98 -46.17 -41.36 - 43.18 0.85 = 33.94 psf 4 MECA ind Vey s on 2 .1.0. 6 perASCE Developed by MECA Enterprises, Inc. Copyright 2016 ::x:1:1. _„ae:l,.;:<<;:;s,=.cou; n Date Company Name Address City State File Location: : 1/13/2016 Project No. : Edward A. Landers, P.E. Designed By : 7850 NW 146th Street Description : Miami Lakes, Customer Name : Florida Proj Location C:\Program Files (x86)\MECAWind\Default.wnd Directional 1?'i o t` i. Gei1i. c All pressures shown Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Damping Ratio (beta) Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang : 1514608-01 : Edward A. lenders, P.E. : Wind Pressures : 1086 NE 96th Street : Miami Shores, Florida Simplified`�:Lavial:&y:iil i�Lii.c:.iia1y' (Ch 27 Part c`'. ) are based upon ASD = 175.00 mph = II - N/A - 1.00 • 0.01 • 9.50 • 0.11 • 0.15 • 0.20 • 0.20 = 0.25 : • 11.50 - 14.00 at Eave= 1.00 2 Bldg Length Along Ridge = 92.00 12 ft ft ft Design, with a Load Factor of .6 Exposure Category Flexible Structure = Kd Directional Factor = Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area ft Bldg Width C No 0.85 • 900.00 • 1.00 - 0.65 = 500.00 = 15.00 = 1.20 = Gabled • 9.00 - 664.00 Across Ridge= Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht lzm: Cc*(33/Zm)^0.167 Lzm: 1*(Zm/33)^Epsilon Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) ft ft ft Deg ft ft^ 30.00 ft = 15.00 ft = 0.23 = 427.06 ft = 0.93 = 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 Topographic Adjustment 0.33*z Kzt (0.33*z): Topographic factor at elevation 0.33*z Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not include effect of internal pressure .. ... • • • • • •• MWTRS-Wall Pressures for Wind tormal; 4tr cr.1:.1 L/B •••• ••• • ph: Net Pressure at top of wall• (14111Uw3fd•4 l••• eward) p0: Net Pressure at bottom of wall (windward + leeward) = +/-0.18 - 3.80 • 1.00 • 175.00 mph ps: Side wall pressure actilg• uniiforin •ou3 waled;=.'.�4 * ph -- pi: p1: Leeward wall pressure acting: uaiiormll, qutilar(i ; .27 * ph= pwh: Windward wall.pressure aging unifbrW!V otttflatt = ph-pl = pw0: Windward wa.1 pry's;u�e acting uniformly outward = p0 -p1 = . • •• • •• ; MWFRS-Wall Pressures for Wind Normal to 92 ft wall LAB = 0.33 ph: Net Pressure at top of wall (windward + leeward) • 38.70 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 20.90 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 14.71 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 23.99 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 23.99 psf See rig 27.6-2 for Parapet wind Roof Pressures pressures See Table 276-2 Mean roof hi Wall Pressures See Table 2.7,6.1 1.i P. Elevation Wind Plan Net Wind Pressures on Roof (Table 27.6-2): Exposure Adjustment Factor = 1.000 Zone 1 2 3 4 5 Load Casel Load Case2 psf psf .00 .00 -36.05 -32.18 -26.37 .00 .00 .00 .00 .00 Note: A value of '0' indicates that the zone/load case is not applicable. •. ••_• • • • / ,o • • • . • • sit '. Co- • • •• • • • • •• • •• • • ••• • ws •• • • •.• ,.•.. •?. •• ••• '• • • ••• •• • •. • • • • • ••• • • _ • _ • _• • • • • •• • •• • F • •• d • h • • I •• • -Ir—N• • • • • • . _ • • • • •.• • • • • ••• • • • • • • • • • • . . .. .. • ••• • • !_h Load Case 1: Povhl: Overhang Povh3: Overhang Load Case 2: Povh1: Overhang Povh3: Overhang Gabled Roof Roof Overhang Loads (Figure 27.6-3): pressure for zone 1 pressure for zone 3 pressure for zone 1 pressure for zone 3 {�:� •'t�_ preSS:J: = 'irkt!t'. _71h12 I L •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• ••• • • • • • • • 4 •• • • • • •• • • •• • • • ••• ••• 4 • • • • • • • • • • • • • • a • • • • • •• ••• • • • • • • • • • •• • ••• • s•• • •�N • • • • • •• • •• • •••• • • • •• • e •• •• • • •• . • i•N • • • • • • ••• • • ••• •• • • ••• •• • :• • • • • ••• • • ■ • • _ • • • • • ••• • • ••• • 0 ••• • • • • • • • • • • • • • •• •• ••• 4. • .00 psf -27.03 psf _ .00 psf .00 psf BUs�, �c-2-16-9B1 '6)."4/Y TM A Subsidiary of Lab Tech Research and Development. Subterranean Termite Treatment Date: May 26, 2016 "The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services." Company: Arco Construction Job Name: 1665 N.E. 137 Terrace North Miami,Florida 33181 Job Address: 124 N.E. 96 Street Miami,Florida 33138 Lot #: Dragnet Block #: Chemical Used 144 Square Footage Invoice Number 5/26/16 Date FLORIDA PEST CONTROL ASSN. FICA P.O. BOX 941285 • Miami, FL 33194 • 1 -800 -761 -BUGS (2847) • Fax: (305) 552-0406 1)0416e1ew4t 1leit a. www.roachbusters.org Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: 1NSP-276153 Permit Number: RC -2-16-482 Inspection Date: February 07, 2017 Inspector: Naranjo, Ismael Owner: LOURDES STEPHEN, MICHAEL DIIf UAnce Job Address: 124 NE 96 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: ARCC) CONSTRUCT".ON Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number Parcel Numher 1132060132690 Phone: 305-892-6507 Building Department Comments WALK IN CLOSET ADDDiTlON Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed 9 Re -Inspection Fee No Additional Inspections can be scheduled until I re -inspection fee is paid. For Inspections please call: (305)762-4949 February 07, 2017 Page 1 of 1 N 0' 15' 30' 1 inch = 30' ft. RECEIVE FEB 07 2g1P'''/2. • • • • • •• • • •. • • • • •••• • • .• •• • ..•.. ••. •• •• • • • • ' •• ..•:.• : .•• . . ... ASPHALT ....... • • • • • • .•� . ...• . f-10' GRASS MEDIAN V ....• .(SHORELAND BOULEVARD BY PLAT)•.'.• ''°' •.:, .• '''' ' N . 96th STREET •''.'.':::.• , . • • , • '• ••'•.': • BO' RIGHT-OF-WAY (8Y PLA1).'.. _•:.•:.'.'...•:.... .:.'.'.':.'.'.'. .". '••.' '•'2040fASPHALT PAYMENT .•.•,••••••••••••••••••• • .• '. , •27. 1a Z60' PARKWAY ti 'FLA 1 101120' BASS OF BEARING 100.00' R&M) s' csw •;• 0.28' T2 10 • 71 • d • • BRICK +y 2250' 1 ' °srS Id AIN11O0 (INV 21Vt5 SUBJECT TO COMPLIANCE WITH ALL Fr DFRAL Ld3a CNINOZ w •'C 0.70' :CBS WALL a O N fND. NAIL 10.60' 0 -1 J 11.12' 6. 6.20' ONE STORY RESIDENCE It 124 FF.E-11.79 6.0 30 43.00' j1 28.40• CONC F.LP. 1/2" PL 7.0' MNEY 2101' 115.0' c cp 0' 6. 2690' a , n: Cp 0.18 aB 4:..18 • ' .CONC.' 11.0• POOL 12.50' a STEPPING STONES • { 4 LOT 12 BLOCK 20 SHED 7.60 0.38' •. • • • • •.•. •• • • • • • •• 1.35 LOT11 bBLOCK 20 141 • •••• • • •••• ••• • •• • • • • ••• • • • •• NOTE : ELM. USED : N-588 ELEVATION - 8.65 N.G.V.D. 1929 4.25' 4 b 1 lP. 1/r K'•.:•.:•.:• ••.'.'.'.:'.• .1 •0t ASPHALT PAYBIENT.•:.: t5. • ....' ALLEY • ' •.'.'.'.•.• • •• - LOT 17 1 LOT 18 BLOCK 20 BLOCK 20 1 LOT 19 BLOCK 20 I LOT 20 BLOCK 20 1 • • • • • • • • . • • • • • • • POINTS OF INTEREST: CONC DRIVE EXTENDS BEYOND LOT LINE. SOUTH C.B.S. WALLS CROSS LOT LINE. MAP OF BOUNDARY SURVEY Property Address: 124 NE 96 ST MIAMI SHORES, FL 33138 nlineland SURVEYORS, INC. 15271 NW 60 AVE, Suite 206 Miami Lakes, FL 33014 www.OnlineLandSu rveyors.Com SURVEYORS CERTIFICATION• I HEREBY CERTIFY 71 -IAT THIS 'BOUNDARY SURVEY -ISA TRUE AND CORRECT REPRESENTATION OFA SURVEY PREPARED UNDER MY DIRECTION THIS COMPLIES WITH THE MINI , STANDARDS, AS SET FORTH BY THE STATE OF FLORIDA BOARD OF P :.j ' SIGNAL SU''.: • RS AND MAPPER IN CHAPTER 5J-17.051, FLORIDA ADMINISTRATIVE CO: ' USUANT TO SEC 472.027, FLORIDA STATUTES. `,apt 1 FI 1 4' SIGNED MIGUEL ESPINO No. 5101 STATE 0 ,��v FI ORI DN fid`11.1/1L MAVEN' STATE OF FLORIDA FOR THE FIRM P.S.M. No. 5101 NOT VALID WITHOUT AN AUTHENTIC ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL AND/OR THIS MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A LICENSE SURVEYOR AND MAPPER. Survey Date:1/24/2017 Survey Code:O-31491 Page 1 of 2 Not valid without all pages. • Survey Date:1/24/2017 Survey Code:O-31491 Page 2 of 2 Not valid without all pages. •••• 4 '3 • • ....,. • • • .. • •. • • ••• • •• ••• • • • • a .,., • • PROPERTY FRONT VIEW 1.124 Ne.tlwM 96t •vee. Orctodvoz LOCATION MAP N.T.S. CERTIFIED TO: FLOOD INFORMATION: MICHAEL ITS'SUCCESSORS INTEREST PUCHADES & LOURDES STEPHEN AND/OR ASSIGNS AS THEIR MAY APPEAR. Community Number: CITY OF MIAMI SHORES 120652 Panel Number: 12086C0302L Suffix: L Date of Firm Index: 9/11/2009 Flood Zone: X Base Flood Elevation: N/A Date of Survey: 1/24/2017 LEGAL SECTION RECORDS DESCRIPTION: LOT 12 AND 13, BLOCK 20, OF SUBDIVISION AN AMENDED PLAT OF MIAMI SHORES NO. 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC OF MIAMI-DADE COUNTY, FLORIDA — PROPERTY UNE Surveyor's Legend F1 STRUCTURE ® CONC. BLOCK WALL a TREE LM.E. LAKE or LANDSCAPE MAINT. ESMT. ESMT. EASEMENT P.P. POWER POLE R.O.E. ROOF OVERHANG EASEMENT D.E. DRAINAGE EASEMENT x CHAIN—LINK or WIRE FENCE , P.P. POOL PUMP LB.E LANDSCAPE BUFFER ESMT. ®C.B. CATCH BASIN WOOD FENCE PL PLANTER OR PROPERTY UNE L.A.E. LIMITED ACCESS EASEMENT C.U.E. COUNTY UTILITY ESAT. LD. IDENTIFICATION TEL. TELEPHONE FACIUTIES IRON FENCE • o o I.E./E.E. INGRESS/ EGRESS ESMT. B.C. BLOCK CORNER U.P. UTIUTY POLE -- -- --- -- EASEMENT U.E. UTILITY EASEMENT B.R. BEARING REFERENCE E.U.B. ELECTRIC UTIUTY BOX FND. OR F FOUND IRON PIPE/ Q CENTRAL ANGLE or DELTA SEP. SEPTIC TANK — — — CENTER UNE PIN AS NOTED ON PUT R RECORD OR RADIUS D.F. DRAIN FIELD LB/ UCENSE / — BUSINESS RAD. RADIAL AC AIR CONDITIONER / 71/7/7/CALL LI CENSE # PURVEYORC WOOD DELI( N.R. NON RADIAL CSW CONC SIDEWALK DWY DRIVEWAY SET SET MONUMENT TYP. TYPICAL CONCRETE ♦ CONTROL POINT I.R. IRON ROD SCR. SCREEN I.P. IRON PIPE GAR. GARAGE • CONCRETE MONUMENT ENCL ENCLOSURE ELEV ELEVATION NRS NAIL & DISC ASPHALT PK NAIL PARKER—KALON NAIL N.T.S. NOT TO SCALEP.T. POINT OF TANGENCY P.C. POINT OF CURVATURE D.H. DRILL HOLE F.F. FINISHED FLOOR BRICK/TILE P.R.M. PERMANENT REFERENCE MONUMENT •c WELL T.O.B. TOP OF BANK FIRE HYDRANT E.O.W. EDGE OF WATER P.C.C. POINT OF COMPOUND CURVATUREOR O P EDGE OF PAVEMENT r////,,/////1 WAP.R.C. POINT OF REVERSE CURVATURE CONCRETE VALLEY GUTTER S P.O.B. POINT OF BEGINNING 0.H.L OVERHEAD LINES 0 M.H. MAN HOLE C.V.G. P.O.C. POINT OF COMMENCEMENT TX TRANSFORMER B.S.L. BUILDING SETBACK UNE APPROXIMATE EDGE OF WATER P.C.P. PERMANENT CONTROL POINT CATV CABLE N. RISER S.T.L SURVEY TIE UNE M FIELD MEASURED W.M. WATER METER CENTER UNE P PLATTED MEASURMENT P/E POOL EQUIPMENT R/W RIGHT OF WAY R.O.E. PUBUC UT1UTY EASEMENT CONC CONCRETE SAB COVERED AREA CD DEED CALCULATED C.M.E. CANAL MAINTENANCE EASEMENT A.E. ANCHOR EASEMENT GENERAL. NOTES: iY?lIL. , :n�L- 'f Florida Land Title Association LTA 1) E LEGAL DESCRIEXAMINATION 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO EABSTRACBY OOTTLE DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING PROPERTY 3) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT. 4) THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING AND SHOULD NOT BE USED FOR CONSTRUCTION, PERMITTING DESIGN, OR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF ONLINE LAND SURVEYORS INC. 5) UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. 6) ONLY VISIBLE AND ABOVE GROUND ENCROACHMENTS LOCATED. 7) FENCE OWNERSHIP NOT DETERMINED. 8) WALL TIES ARE TO THE FACE OF THE WALL. 9) BEARINGS ARE BASE ON AN ASSUMED MERIDIAN. 10) BOUNDARY SURVEY MEANS A DRAWING AND/OR GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN ATA SHOWN SCALE AND/OR NOT TO SCALE. 11) NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. 12) NOT VALID UNLESS SEALED WITH THE SIGNING SURVEYORS EMBOSSED OR ELECTONIC SEAL. 13) DIMENSIONS SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. 14) ELEVATIONS IF SHOWN ARE BASED UPON N.G. V.D. 1929 UNLESS OTHERWISE NOTED. 15) THIS IS A BOUNDARY SURVEY UNLESS OTHERWISE NOTED -No. 16) THIS BOUNDARY SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON, THE CERTIFICATIONS DO NOT EXTEND TO ANY UNNAMED PARTIES. Printing to Scale: Page Harding 1 1. Select "None" from Page Scaling 2. Deselect "Auto -Rotate and Center" 3. Select "Choose paper source by PDF page size" Page 5cahg. 1GNmro -- Q; AWol3otate and Center CII' Uwose tete savoy by PCF page ..n.e :,sty+, oat* aze wfur -eedec FIELD WORK: 1/23/2017 DRAWN BY: C.S• • 1 C CHECKED BY: M.E 6.9,111- , % / �/ • FINAL REVISION: 01/24/2017 :. 5101 COMPLETED: 1/24/2017 '. .p STATE 0 �Q..' ., A_ Ftati of" a.;. SCALE: 1 " = 30' si a ,. `v"IL SURVEld SURVEY CODE: 0-31491 I - ` 904 15271 NW 60 AVE, Suite 206 FL 33014 Miami Lakes, 91 (InlineLandPhone: (305) 910-0123-0123 SURVEYORS,INC. Fax: (305) 675-0999 www.OnlineLandSurveyors.Com Survey Date:1/24/2017 Survey Code:O-31491 Page 2 of 2 Not valid without all pages. • Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Occupancy Load Occupancy Type Applicable Code INSPE i1ON RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 POST ON SITE Permit NO. RC -2-16-482 Perinit Type: Residential Construction' Work Classification: Addition - Issue Date: 3111/2016 Expires: 09/07/2016 INSPECTION REQUESTS: (305)762-4949 or Log on at https:l/bldg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Parcel #:1132060132690 Owner's Name: MICHAEL PUCHADES LOURDES STEPHEN Job Address: 124 NE 96 Street Miami Shores. FL 33138 - Bond Number: Owner's Phone: Total Square Feet: 192 Total Job Valuation: $ 18,800.00 Contractor(s) ARCO CONSTRUCTION Phone Primary Contractor 305-892-6507 Yes WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. ivr RECJ7 . FE5 2017 BY: NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD STRUCTURAL ISPECTION I SP oundation . l if) temwall / lab All �_! olumns (1st Lift) ��' r4 y olumns (2nd Lift) INSPECTION DATE ie Beam , �, russ/Rafters - / 1 %'' oof Sheathing ._. - ucks `$ ►indows/Doors terior Framin • ` r sulation 1 `l, =j ailing Grid. rywatl i; 47j 4.i7J G rewall 'ire Lath y.4./e'V/a Dal Steel Dol Deck nal Pool nal Fence :men Enclosure riveway PLUMBING COMMENTS riveway Base n Cap- Dof in Progress MECHANICAL op in Progress DATE INSP nal Roof cutters Attachment nal Shutters \.1/1 t Os and Guardrails )A com • liance N A L DOCUMENTS )il Bearing Cert )iI Treatment Cert Dor Elevation Survey ;int Unit Mas Cert 1 sulation Certificate )ot Survey �� nal Survey - • \/), uss Certification 4 • T' ENTS I STRUCTURAL COMMENTS • ZONING INSPECTION DATE INSP Zoning Final DATE INSP ZONING COMMENTS Rough Water Service ELECTRICAL INSP INSPECTION DATE Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Ro Rough, t y.4./e'V/a Telephone - ous Telephone Final TV Rough TV Final Cable Rough Cable Final PLUMBING COMMENTS Intercom Rough Intercom Final Alarm Rough MECHANICAL Alarm Final DATE INSP Fire Alarm Rough Fire Alarm Final Service Work With mme ELECTRICAL COMMENTS \.1/1 t Ventilation Rough PLUUV1BING INSPECTION DATE INSP Rough Water Service 2nd 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 FIIJAL PLUMBING COMMENTS MECHANICAL INSPECTION DATE INSP Underground Pipe Rough 44. \.1/1 t Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation 1 Final Pool Heater Final Vacuum �� Flt IAL - • \/), MECHANICAL 4 • T' ENTS I mitoo MAIDIK A. .gCAACIBEEal AIRCHMECT 373 N.E. 971+® SIi�T C MIAM] SIMS.11A.33138 154431 S u F 155-7 Date: February 14, 2016 1 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Ell Re: Permit # RC -2-16-482 Puchades Residence Addition 124 N.E. 96th Street Miami Shores, Florida 33138 Folio # 11-3206-013-2690 Attn: Building Department, R... LK. # AR 00074 I, Mark A. Campbell, having performed and approved the required inspections for the closet addition. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced renovation are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with Chapter 1 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. need any additional information please do not hesitate ark A. ampbell, Architect State of Florida: #0011074 124 Puchades Residence CO letter 2-12-17 A Subsidiary of Lab Tech Research and Development. Subterranean Termite Treatment Date. May 26, 2016 "The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services." Company: Job Name: Job Address: Lot #: Arco Construction 1665 N.E. 137 Terrace North Miami,Florida 33181 124 N.E. 96 Street Miami,Florida 33138 Dragnet Chemical Used 144 Block #: Square Footage Invoice Number 5/26/16 Date FLORIDA PEST CONTROL ASSN. P.O. BOX 941285 • Miami, FL 33194 • 1 -800 -761 -BUGS (2847) • Fax: (305) 552-0406 Pk465e14itailketettim www.roachbusters.org INSULATION CERTIFICATION Property address: 124 NE 96 Street, Miami Shores, FL 33138 Master Building Permit: RC -2-16-482 I, Lester Jensen, herby certify that Arco Construction Corporation has installed insulation in the new addition as per approved construction documents. We, also, have submitted the installed insulation for the inspection which was approved on 11/17/2017. Sincerely, Lester Jensen For Arco Con ructio Corporation (SEAL)