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CC-16-556ect.67 6E) r. • 3/(6/Le . w,( Lt (20.11i Yak, ,(/o47c ;40 cs �cw Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 9220 BISCAYNE Boulevard Miami Shores, FL Owner Information 9220 BISCAYNE LLC Address nit Permit NO. CC-3-1 6-556 Permit Type: Commercial Construction Work Classification: Alteration Permit Status: APPROVED issue Date: 4/7/2017 Expiration: 10/04/2017 Parcel Number 1132060141460 Block: Lot: 1110 BRICKELL Avenue MIAMI FL 33131-3132 1110 BRICKELL Avenue MIAMI FL 33131-3132 Contractor(s) THE NARSHA GROUP, LLC Phone (786)728-4495 Cell Phone Applicant 9220 BISCAYNE LLC Phone (786)703-7002 Valuation: Total Sq Feet: Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: INTERIOR RENOVATION Stories: Front Setback: Left Setback: Plans Submitted: Yes Certification Date: Bond Return : Scanning: 28 Occupancy Load: Exterior: Rear Setback: Right Setback: Certification Status: Additional Info: Classification: Commercial Fees Due CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $150.00 $50.00 $112.50 $112.50 $50.00 $7,500.00 $80.00 $120.00 $120.00 $84.00 $200.00 $8,579.00 Pay Date Pay Type Amt Paid Amt Due Invoice # CC-3-16-58864 04/07/2017 Credit Card $ 8,379.00 $ 200.00 03/02/2016 Check #: 2141 $ 200.00 $ 0.00 CeII $ 250,000.00 6372 Available Inspections: Inspection Type: Final PE Certification Window Door Attachment Tie Beam Slab Termite Letter Framing Store Front Attachment Insulation Drywall Screw Window and Door Buck Celling Grid Fill Cells Columns Review Electrical Review Electrical Review Electrical Review Structural Review Structural Review Structural Review Building Review Building Review Building Review Plumbing Review Plumbing Review Plumbing Review Planning Review Planning Review Planning Review Planning Review Mechanical Review Mechanical Review Mechanical 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 April 07, 2017 1 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 9220 BISCAYNE Boulevard Miami Shores, FL Owner Information Address Issue Date. 4 Permit NO. CC-3-16-556 Permit Type: Commercial Construction Work Classification: Alteration Permit Status: APPROVED 2017 Expiration: 10/04/2017 Parcel Number 1132060141460 Block: Lot: Phone Applicant 9220 BISCAYNE LLC Cell 9220 BISCAYNE LLC 1110 BRICKELL Avenue MIAMI FL 33131-3132 1110 BRICKELL Avenue MIAMI FL 33131-3132 Contractor(s) THE NARSHA GROUP, LLC Phone (786)728-4495 CeII Phone (786)703-7002 Valuation: $ 250,000.00 Total Sq Feet: 6372 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: INTERIOR RENOVATION Stories: Front Setback: Left Setback: Plans Submitted: Yes Certification Date: Bond Return : Scanning: 28 Occupancy Load: Exterior: Rear Setback: Right Setback: Certification Status: Additional Info: Classification: Commercial Fees Due CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $150.00 $50.00 $112.50 $112.50 $50.00 $7,500.00 $80.00 $120.00 $120.00 $84.00 $200.00 $8,579.00 construction and zoning. Futher Auth Pay Date Pay Type Invoice # CC-3-16-58864 04/07/2017 Credit Card 03/02/2016 Check #: 2141 Amt Paid Amt Due $ 8,379.00 $ 200.00 $ 200.00 $ 0.00 ove-named contractor to do the work stated. nature: Owner / Applicant / Contractor / Agent Available Inspections: Inspection Type: Final PE Certification Window Door Attachment Tie Beam Slab Termite Letter Framing Store Front Attachment Insulation Drywall Screw Window and Door Buck Ceiling Grid Fill Cells Columns Review Electrical Review Electrical Review Electrical Review Structural Review Structural Review Structural Review Building Review Building Review Building Review Plumbing Review Plumbing Review Plumbing Review Planning Review Planning Review Planning Review Planning Review Mechanical Review Mechanical Review Mechanical April 07, 2017 Date Building Depa pY April 07, 2017 2 (PQ,ut_vt_oc 6-6 c 6-7 L 3 S 33 BUILDING PERMIT APPLICATION (BUILDING n ELECTRIC pi PLUMBING ❑ MECHANICAL JOB ADDRESS: ) C_ City: Miami Shores Folio/Parcel#: i `, 32 G — 014 - Occupancy Type: Load: RECEIVED JUL �12201 10050 N.E.2nd Avenue, Miami Shores, Florida 331384-1 !✓�' Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 S FBC 20 I. Master Permit No. CC' - 3' i b- S SC Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION (RENEWAL Miami Shores Village Building Department ❑ PUBLIC WORKS ❑ CHANGE OF CONTRACTOR • rs L -/(K �-->iUc•-c 1(-((nO OWNER: Name (Fee Simple Titleholder): Address: City: County: Miami Dade ❑ CANCELLATION jjSHOP DRAWINGS Zip: Is the Building Historically Designated: Yes NO Construction Type: Flood Zone: '122.0 3 ► sa y0e I\ I o i 3 BFE: FFE: LLC Phone#: 5fn 1 644 3S 3 3 0-1 , Q-v-t State: Zip: 33 S 3 Tenant/Lessee Name: Phone#: Email: ?� t cry; k 1-0 cv I `voM CONTRACTOR: Company Name: Address: --?D S - SInor.. City: (Hiar-t { �E'� ZnC�P li1'OsS State: IL Phone#: 56 I '6 ? 4 3� ? Zip: TY?)("1( Qualifier Name: : > 1‘ 42 r2 n d j J State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ ( (a 'C Type of Work: Description of Work: Phone#: a96- 22Z Squar Linear ootage of Work: ❑ Addition ❑ Alteration ❑ New 12\e_ ► n P1 Repair/Replace n Demolition Specify color of `color',thru tile: Submittal Fee $ Permit Fee $ ' CAL) -- Scanning Fee $ I(-; - CX Radon Fee $ CCF $ DBPR $ ': Technology Fee $ Training/Education Fee $ Structural Reviews $ ' a CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOWDUE$ 'lU ' CJ• (Revised02/24/2014) Bonding Company's Name (if applicable) � r Bonding Company's Address f City' ) t State Zip 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 A 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. I # - e,absence of such posted notice, the inspection will not be approved and a reinsction fee will be charged. Signature Signature OW .r Ae ENT a TRACTOR , The foregoing instrument was ackn wledged before me this The foregoing instrument was acknowledged before me this 2 day of 5Jk , 20 its , by .1_ day of ,' ``�-U� y , 20 J by ` jso . kthc- , who is personally known to Y �- }fir e_ PJ4sn-3 Qh, who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: -ttiNg.cSOIRMSt. : -MY COMMISSION # FF964004 EXPIRES February 23, 2020 i al Hofld1NolefySe'vice.cam as me or who has produced i C% identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ;'c MY COMMISSION # FF904004 • EXPIRES February 23, 2020 or ,m 1-. ,. , - -- -. Servke.eem as **********************************y********/************************************************************** f APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) jyp service & repairs corp date: 10/23/2017 estado of: florida county of miami dade. Before mi this day personally appeared jose y pena who, being dudy sworn,deposeds and say: That he will be only the person working on the projet located at: 9220 biscayne blvd. 'I--,*7' contractor signature. sworn (or affirmed) and subscribed before me this 23 of oct 2017. by ?•e).,-.5. 61.D.2, ''' '' MARTIN G TORRISI _„ MY COMMISSION # FF964004 EXPIRES February 23. personally know or produced identification Print Tipe or Stamp Name of Notary. 1 POWER OF ATTORNEY The undersigned hereby authorizes Mr. Bruno Halimi to act as my representative in regard to the property located at 9220 Biscayne Blvd , Miami Shores, Florida 33138. can Guilmoto MGR Sworn to and signed before me, this r 7 day of Miami. Florida USA MARTIN 0 TOI *I$* MY COMMISSION $ FFI 4 O4 EXPIRES FMMuary 23. 2020 o40i1 xroc'a mtras~0•204,0n Scanned by CamScanner A. 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 REcEIvEr; MARC 2 2016 BY•: FBC 2004 4 Master Permit No. Q.C' IG - 5 ✓-G Sub Permit No. �BUILDING' ❑ ELECTRIC ' ❑ ROOFING ❑ REVISION ❑'EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS El CHANGE OF ❑ CANCELLATION' ❑°SHOP CONTRACTOR DRAWINGS JOB ADDRESS: C'1220 015(0-. Gefe 60U E tJ City: Miami Shores _ County: Miami Dade Zip: e3 3130 Folio/Parcel#: 1 �-32 'W0. 9a 10. b _ Is the Building Historically Designated:. Yes . NO .` 1E Occupancy Type: i' - Load: , . . - •Construction Type: • Flood Zone: BF,E: FFE: OWNER: Name (Fee Simple Titleholder):'1 Zt o !3t S C A)E t Address: 1110 Gl'tL- av-i . t St)/ 7 •.. 404 City: 1/1/017/1 State: T Tenant/Lessee Name: Email: Phone#:70A O Phone#: tc„ Zip: 33 CONTRACTOR: Company Name: OCK2-4 < WM? 1-� C- Address::212( G w 3 RD" PV 4.4 0 1-- City: iil;l ;- -i 1 State: F LO / D a 4ualifier.(Vame:' -Fa) SD Phonee7 222187(, Zip: 33t2' t Phone#: ?et,2 22- /8 ?(o State Certification or Registration #: C I 15 / )407 O Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: Value -of Work fofthis Permit $'-Z J ‘90 �. Type`.of Work: ❑ •'Addition ❑ Alteration ❑ New Description,of Work ,...41 2 l:b{Z. /Zell/ 0 P% al-1O NJ City: State: Zip: Square/LmearFootage otWork:. .-6 3.7:•74 . Sr Repair/Replace' 3Y$:� • emolition Specify color of color thru tile: Submittal Fee $ 2t ` OC) Permit Fee $ ,SOD ' O CCF $ ( CO/Ce$ 50. a) Scanning Fee $'.8 4 ° C-1Q, ?Radon Fee $ (I I • Sb... DBPR $' (2 Notary $ /D> Technology Fee $ 2Qh . Q Training/Education Fee $ • Double Fee $ Structural Reviews $ e6 . Cl80 •a 12-O Bond $ _ (Revised02/24/2014) TOTAL FEE NOW DUE $ 8 /. . Go a Bonding Company's Name (if applicable) j 74 YG.:s Bonding Conipany"sAddress ,., aFi City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address ` Zip City .- " ''rr -y M' . State Zip _x+):r i:.''4j-►Z 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,IETC '' "_ j + - + : - . ii 4•' S.! i"` ` - i 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. `; ,,' .:, ::IA t C . "WARNING TO -OWNER: YOUR FAILURE TO RECORD' A NOTICE"OF`COMMENCEMENT MAY RESULT IN`YOUR PAVING `TWICE FORrIMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND• 1 TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." C ' ,.i ti:. • t+ 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 , - . bsence o such posted notice,' the " inspection will not be approved and a reinspection fee will be charged. Signature .411111b- „ma" �� GENT The foregoing instrument was acknowledged before me this 2S- day of- , 20 / w- , by ; who is persbnal(y known to me or who has produced r `' I'0 identification an'd who did take an oath: • NOTARY PUBL Sign: Print: Seal: • • .. BRUNO SAMU-L'HALtM* '' :I MY COMMIS '�'• FF " 929088 S ************************* *****s 7-0 APPROVED BY_ { - as .y a /r Signature iwile9i! ce 011 The foregoing iinstrum-nt was acknowledged before -me this 1.-P 'day of ' , 20 � by"' ONTRACTOR me or who has produced •t- ,'who is -personally known to .i r as identification and who did take an oath: ;NOTARY PUBLIC: r , Sign: Print: Seal: `Plans Examiner —_ Structural Review I stN 1i.1,,, ,r ' 1• 11. t ,isk*S., G A I r lz"-.,(,r . /oning" ra,,,,. y E`- Clerks= (Revised02/24/201 Detail by Entity Name Page 1 of 2 FLORIDA PAR'TM NT OF STATE of CORPoR11'1QNS Detail by Entity Name Florida Limited Liability Company 9220 BIS AC YNE L:1:0 Filing Information Document Number L15000172555 FEI/EIN Number 47-5346250 Date Filed 10/09/2015 State FL Status ACTIVE Principal Address 1110 BRICKELL AVE STE 404 MIAMI, FL 33131 Mailing Address 1110 BRICKELL AVE STE 404 MIAMI, FL 33131 Registered Agent Name & Address NRAI SERVICES INC 1200 S PINE ISLAND RD PLANTATION, FL 33324 Authorized Person(s) Detail Name & Address Title AMBR TEJO FLORIDA II LLC 1110 BRICKELL AVE STE 404 MIAMI, FL 33131 Title AMBR BLACKROSE PARTNERS LLC 1110 BRICKELL AVE STE 404 MIAMI, FL 33131 Title MGR GUILMOTO,,JEAN 1110 BRICKELL AVE STE 404 MIAMI, FL 33131 http//search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 3/2/2016 Detail by Entity Name Page 2 of 2 Annual Reports Report Year Filed Date 2016 03/01/2016 Document Images 03/01/2016 -- ANNUAL REPORT 10/09/2015 -- Florida Limited Liability View image in PDF format View image in PDF format Copyright and Privacy Policies State of Horida, Department of State http://search. sunbiz. org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 3/2/2016 OFFICE Of THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-014-1460 Property Address: 9220 BISCAYNE BLVD Miarn Shores, FL 33138-2979 Owner 9220 BISCAYNE LLC Mailing Address 1110 BR1CKELL AVE#404 MIAMI, FL 33131 USA Primary Zone 3000 MULTI -FAMILY - GENERAL Primary Land Use 0803 MULTIFAMLY 2-9 UNITS : MULTIFAMILY 3 OR MORE UNITS Beds/Baths/Half 16/8/0 Floors 2 Living Units 8 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 6,372 Sq.Ft Lot Size Sq. Year Built 1947 Assessment Information ''"---..-_--"/ Year 2015 2014 2013 Land Value $351,000 $312,000 $253,506 Building Value $219,528 $211,397 $211,397 XF Value $4,811 $4,823 $4,830 Market Value $575,339 $528,220 $469,733 Assessed Value $568,376 $516,706 $469,733 Benefits Information Benefit Type 2015 2014 2013 Non -Homestead Cap Assessment Reduction $6,963 $11,514 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 5-6 53 42 MAMI SHORES SEC 3 PB 10-37 LOT 3 & 4 BLK 63 LOT SIZE IRREGULAR OR 18337-1904 1098 1 Generated On : 2/10/2016 ST NE 93RD ST Cd Taxable Value Information I 2015 2014 2013 County Exemption Value $0 $0 $0 Taxable Value $568,376 $516,706 $469,733 School Board Exemption Value $0 $0 $0 Taxable Value $575,339 $528,220 $469,733 City Exemption Value $0 $0 $0 Taxable Value $568,376 $516,706 $469,733 Regional Exemption Value $0 $0 $0 Taxable Value $568,376 $516,706 $469,733 Sales Information Previous Sale Price OR Book -Page Qualification Description 11/25/2015 $1,125,000 29869-3937 Qual by exam of deed 10/01/1998 $360,000 18337-1904 Sales which are qualified 03/01/1987 $250,000 13233-1339 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. Thiswebste 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: J. 10/•3/2015 9:16:02 AM n: o: Division of Corpora ns Florida Department of State Division of Corporations Electronic Filing Cover Sheet Note: Please print this page and use it as a cover sheet. Type the fax audit number (shown below) on the top and bottom of all pages of the document. (((HI5000242519 3))) IVII0VV11111I11IIIIIIAhIIININIIIIIIVItl11n11I1111IINBYflIII111111I Note: DO NOT hit the REFRESH/RELOAD button on your browser from this page. Doing so will generate another cover sheet. Page 1 of 2 To: From: Division of Corporations Fax Number : (850)617-6381 Account Name Account Number Phone Fax Number : C T CORPORATION SYSTEM : FCA000000023 : (850)205-8842 : (850)87B-5368 **Enter the email address for this business entity to be used for future C annual report mailings. Enter only one email address please.** Ir] . Email Address: CI) CD c u, :n. u: FLORIDA LIMITED LIABILITY CO. 9220 BISCAYNE LLC Certificate of Status L 0� Certified Copy I 0 Page Count 04 Estimated Charge ( S125.00 Electronic Filing Menu Corporate Filing Menu Help https l/efile.sunbiz.orglscriptslefilcovr.exe 10/9/2015 c 181'9/2015 9:16:02 Ali From: To: 8506176381( 2/4 ) COVER LETTER TO: Registration Section Division of Corporations 9220 BISCAYNE LLC SUBJECT: Name of Limited Liability Company The enclosed Articles of Organization and fee(s) are submitted for filing. Please return all correspondence concerning this matter to the following: JEAN GLJILMOTO Name of Person TEJO MANAGEMENT LLC Firm/Company 1 110 BRICKELL AVENUE, STE 404 Address MIAMI, FL 33131 City/State and Zip Code jean.gui Imo to@fulton.fr Email address: (to be used for future annual report notification) For anther inforrnationconcerning this manor, please call: JEAN GUILMOTO 917 972-7071 at ( Name of Person Area Code Daytime Telephone Number Enclosed is a check for the following amount: QS 125.00 Filing Fee ❑S 130.00 Filing Fee & Certificate of Status Mailing Address New Filing Section Division of Corporations P.O. Boa 6327 Tallahassee, FL 32314 1.101• 4 VM73 Mhdms gaww OeYne ni S1 SS.00 Filing Fee & ❑ S 160.00 Filing Fee, Certi111ed Copy Cctificate of Status & (additional copy is enclosed) Certified Copy (additional copy i —3 -er bead c-i Street Address New Filing Section Division ofCorpora+ions Cliflon Building 2661 Executive Center Circle Tallahassee, FL 32301 Vo CD • 10,9/2015 9:16:02 AR From: To: 8506176381( 3/4 ) AR11CLFSOFORGANIIA•RON FOR FLORIDA LIMTIFD LIABIiuiY COMPANY ARTICLE 1- Name: The name of the Limited Liability Company is: 9220 BISCAYNE LLC (Must end with the words "Limited Liability Company, "LLC.," or "LLC.") ARTICLE 11- Address: The mailing address and street address of the principal office of the Limited Liability Company is: Principal Office Address: 1110 BRICKELL AVENUE, STE 404 MIAMI, FL 33131 Maii[ne Address: 1110 BRICKELL AVENUE, STE 404 MIAMI, FL 33131 ARTICLE III - Registered Agent, Registered Office, & Registered Agent's Signature: (The Limited Liability Company cannot scrvc as its own Registered Agent. You must designate an individual or another business entity witb an active Florida registration.) The name and the Florida street address of the registered agent are: NRAI Scrvkis, lac. Name 1200 South Pine Island Road Florida street address (P.O. Box NOT acceptable) Plantation, City Florida State 33324 Zip Having been named as registered agent and to accept service of process for the above stated limited liabilrry company at the place designated in this certhJicate, I hereby accept the appointment at registered agent and agree to act in this tepaclry. / further agree to comply with the provisions of all statutes relating to the proper and complete performance ofmy duties. and I ant familiar with and accept the obligations of my position as registered agent as provided for in Chapter 605. F.S.. NRAI Serriccs. Inc. Fuss: • 1.14615 Wotan s ts.v slam By: 111111.0. thtlisterd- Registered Agent's Signature (REQUIRED) (CONTINUED) Page 1 aft •/107912015 9:16:02 AM From: To: 8506176301( 4/4 ) ARTICLE IV - The name end address of each person authorized to manage and control the Limited Liability Company: TJIlC: "AMBR" = Authorized Member "MGR' = Manager AMBR Nn`ne and TEJO FLORIDA II LLC 1110 BRICKELL AVENUE, STE 404 MIAMI, FL 33131 AMBR BLACKROSE PARTNERS LLC 1110 BRICKELL AVENUEz STE 404 MIAMI, FL 33131 MGR JEAN GUILMOTO (Use attacluncnt if necessary) 1110 BR1CKELL AVENUE, STE 404 MIAMI, FL 33131 ARTICLE V: Effective date, if other than the date of filing: _ (OPTIONAL) (If an effective date Is listed, the date must be specific and cannot be more than five business days prior to or 90 days after the dale of filing.) ilLlf: If the date inserted in this block does not meet the applicable statutory filing requirements, this date will not be listed as the document's effective date on the Department of State's records. ARTICLE VI: Other provisions, ifany. RFAU IRRD SIGNATURE: Signature of a the an authorized representative of ■ member. This document is executed in accordance with section 605.0203 (1) (b), Florida Statutes. I am aware that any false information submitted in a document to the Department of State constitutes a third degree felony as provided for in s.817.155, F.S. JEAN GUILMOTO Typal or printed name of signee Fllln.. a Fees S125.00 Filing Fee for Articles of Organization sad Designation of Regtstered Agent $ 30.00 Certified Copy (Optional) $ 5.00 Certificate of Status (Optional) Page 2 of 2 nA O - t?N701 S Winn= KivrerOn6M IVi iami Shores Viiiage Building Department CONTRACTORS' REGISTRATION 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. ✓. COPY OF QUALIFIER'S STATE LICENCES B. / COPY OF LOCAL BUSINESS TAX RECEIPT C. , COPY OF LIABILITY INSURANCE* D. ►/ COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: t2 a (i1 DU1 &L, BUSINESS ADDRESS: 210 P (Z( 02 AIR. CITY 4 .Q ' 1 STATE t L ZIP33I 3-3 BUSINESS PHONE: ( ) J ''k° S-- FAX NUMBER ( ) CELL PHONE l7(i) 27,1 13'7 G QUALIFIER'S NAME: T'.j TO QUALIFIER'S LIC NUMBER: rkS\ \off b STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 NARANJO. LUIS FELIPE THE NARSHA GROUP, LLC 2121 SW 3 AVENUE #402 MIAMI FL 33133 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers. from boxers to barbeque restaurants, and they keep Florida's economy st•ong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you. subscribe to department newsletters and learr more about the Department's initiatives. Our mission at the Department is: L cense Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR ,LICENSE -NUMBER DETACH HERE :%j STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CGC1511070 ISSUED: 08/06/2014 CERTIFIED GENERAL CONTRACTOR NARANJO, LUIS FELIPE THE NARSHA GROUP, LLC IS CERTIFIED under the provisions of Ch.489 FS. Ex . AUG a 20i5 L140?,30:J14;5 KEN LAWSON. SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD The GENERAL CONTRACTOR Named below' IS CERTIFIED Under the provisions of Chapter469 FS. Expiration date: AUG 31, 2016 NARANJO, LUIS FELIPE THE NARSHA GROUP. LLC 2121 SW 3 AVENUE #402 MIAMI FL 33133 ISSUED: 08/06/2014 DISPLAY AS REQUIRED BY LAW SEQ # L1408060001496 Local Business Tax Receipt Miami —Dade County, St ctt of Florida THi515 NOT A h, l H'i 6729553 BUSINESS NAME/LOCATION NARSHA GROUP LLC THE 2108 FLORIDA AVE MIAMI. EL 33133 OWNER NARSHA GROUP LLC THE Worker(s) MIAMF 1 RECEIPT NO. RENEWAL 7002967 L EXPIRES SEPTEMBER 30, 2016 Must be displayed at place of business Pursuant to County Code Chapter BA -- Art 9 & 10 SEC TYPE OF BUSINESS 196 GENERAL BUILDING CON TRACTOR CGC151 1070 PAYMENT RECEIVED BY TAX COLLECTOR 49 50 10102/2015 0221-1 6 000099 This Local Business 1ru Receipt unty t o1 the local Business Ter The Kacerpt is not i license, permit, or a certification of the holder s qualifications, to do business Mulder must comply with any governmental or nongovernmental regulatory lows and rcgwremenls which apply to the business The RECEIPT NO above must be displayed on ell comnKrc,al vehicles- govMialer-D� sdr CodeSce641-1/6 For more information visit www nuami Scanned by CamScanner ACGRD CERTIFICATE OF LIABILITY INSURANCE �"� DATE YYYY) 02/29/1/29/16 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on thls certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Occidental Risks Services, Inc 11890 SW 8st Suite 500 Miami, FL 33184 Phone (305) 433-4068 Fax (888) 678-2045 CONTACT Vicky Fernandez PUX HoNo. Excl. , (305) 677-3353- ( No (305) 420-6814 ADDRESS: Lvic1 y©ocddentalrisks.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : Intemational Insurance Company Of Hannover INSURED The Narsha Group LLC 7500 N.E. 4th Court Miami, FL 33138 INSURER B : INSURER C : INSURER D : INSURER E : 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 POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE IIN R�WVD POLICY NUMBER (MUBR M/DDY/YYYYY) (MM/DD/YYYYPY) LIMITS A GENERAL LIABILITY V COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS MADE d OCCUR N N IG06A005511-01 08/08/2015 08/08/2016 EACH OCCURRENCE $ 1,000,000.00 DAMAGETO RENTED PREMISES (Ea occurrence) $ 100,000.00 MED EXP (Any one person $ 5,000.00 PERSONAL & ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ jEC7 ❑ LOC PRODUCTS - COMP/OP AGG $ AUTOMOBILE UABIUTY ❑ ANY AUTO ALL OWNED SCHEDULED ❑ AUTOS ❑AUTOS NON -OWNED ❑ HIRED AUTOS ❑ AUTOS ❑ ❑ COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ ❑ UMBRELLA UAB ❑ OCCUR ❑ EXCESS LAB ❑ CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ ❑ DED ❑ RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS LABILITY Y / NER ANY PROPRIETOR/PARTNER/EXECUTIVE N /A ❑ WC L TU- ❑ OT E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L. DISEASE - EA EMPLOYE $ If yes describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) General Contractor CERTIFICATE HOLDER CANCELLATION I Village of Miami Shores 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE r_s — ACORD 25 (2010/05) QF © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD AWRD® CERTIFICATE OF LIABILITY INSURANCE �..----- DATE(MM/DD/YYYY) 02/29/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER FRANKCRUM INSURANCE AGENCY, INC. 100 S. Missouri Avenue Clearwater FI 33756 CONTACT NAME: PAICNE Ext): 1(800) 277-1620 x4800 (AA/c, No): (727) 797-0704 AL ADDDRDRESS: INSURER(S) AFFORDING COVERAGE NAIL # INSURERA: FRANK WISTON KRUM INSURANCE INC 11600 INSURED FRANKCRUM 1-800-277-1620 100 S. Missouri Avenue Clearwater FI 33756 INSURER B INSURER C : INSURERD: INSURERS: 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 POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1LTR TYPE OF INSURANCE NSINSR WVD POLICY NUMBER POLICYEFF (MMIDD/YYYY) POLICY EXP (MMIDD/YYYY) LIMITS GENERAL LIABILITY GENERAL LIABILITY EACH OCCURRENCE $ PRS (RENTED TCOMMERCIAL PREEMIMI E SES (Ea occurrence) E CLAIMS -MADE OCCUR MED EXP (Any one person) $ PERSONAL 8 ADV INJURY E GENERAL AGGREGATE 8 GEN'L AGGREGATE 7 POLICY LIMIT APPLIES JECOT PER: LOC PRODUCTS - COMP/OP AGG 8 E AUTOMOBILE UABIUTY — _ SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) L 8 UMBRELLA UAB EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE 8 AGGREGATE 8 DED RETENTION 8 $ A WORKERS COMPENSATION AND EMPLOYERS' UABIUTY Y / N EXCLUDED? PROPRIETOR/PARTNER/EXECUTIVE ANY (—� OFFICER/MEM BE (Mandatory In NH) I I If yes, describe under DESCRIPTION OF OPERATIONS below Y WC201600000 01/01/2016 01/01/2017 WC STATU- TORY LIMITS OTH- ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) EFFECTIVE 09/01/2013, COVERAGE IS FOR 100% OF THE EMPLOYEES OF FRANKCRUM LEASED TO NARSHA GROUP LLC (CLIENT) FOR WHOM THE CLIENT IS REPORTING HOURS TO FRANKCRUM. COVERAGE IS NOT EXTENDED TO STATUTORY EMPLOYEES. CERTIFICATE HOLDER CANCELLATION Village Of Miami Shores 10050 NE 2 Avenue Miami Shores Village FL 33138 I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010/05) © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Miami Shores Viiiage Building Department SURVEY AFFIDAVIT STATE OF (FLORIDA) COUNTY OF (DADE) 10050 N. E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 The undersigned Affiant, , , does hereby attest that (Property JJ lowner) �� C The attached survey, performed by �Z2 1 / 1 -- `- ""`' I (Name of surveyor's company) (2 For address: Performed on ''ZZ' lCidate 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 Tess 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 inspectioi . applicable to this or other permits. Further, Affi; /� SWOR Affiant is naught. nature TO AND SUBSCRIBED before me this 2 S day of personally known to me, produced Revised on 5/22/2009/ Revised on 6/12/09 Property Owner Print Name 2-a)C, as identificatio Notary ;*, i SAMUEL HALIMR • � ,•_ ..' MY COMMISSION x FF9212088 ;r EXPIRES October 20.2019 3984153 coo i ENVIRONMENTAL SERVICES, LLC LIMITED DUE DILIGENCE ASBESTOS INSPECTION SURVEY FOR THE •... • • •••• • • • •• • • • • • • • •••• • • .... •••• "EIGHT -UNIT MULTI -FAMILY WALK-UP PROPERTY" . . 9220 BISCAYNE BOULEVARD MIAMI SHORES, FLORIDA Prepared for Tejo Florida II, LLC 1110 Brickell Avenue, Suite 404 Miami, Florida 33131 Prepared by EE&G EE&G Environmental Services, LLC 5751 Miami Lakes Drive Miami Lakes, Florida 33014 (305) 374-8300 www.eeandg.com Date: October 8, 2015 EE&G Project No. 2015-3501 •• •• • .. • • • .. •• • •• . •• • • •• • • •••• • .. .. • EEbG: Limited Asbestos Survey: October 8, 2015 CONTENTS Section Page 1.0- INTRODUCTION 1-1 2.0- BUILDING DESCRIPTION . . •..Z9 • . . .. . • . 3.0 - METHODS AND LIMITATIONS ••••••• • 3.1 ASBESTOS SURVEY METHODS ." .....•3.1 3.2 LABORATORY ANALYSIS METHODS •'3-1 3.3 LIMITATIONS ,, ••; •• • .. 4.0 - SURVEY RESULTS ' ' R . �4-1 . . 4.1 ASBESTOS ANALYSIS RESULTS 4.2 ADDITIONAL OBSERVATIONS • • 4.2 • • • • •• • • • • • • • � • • •• •••4-1 • • 5.0 - RECOMMENDATIONS 5-1 5.1 RECOMMENDATIONS FOR REGULATED (FRIABLE) ACM 5-1 5.2 RECOMMENDATIONS FOR CATEGORY I NONFRIABLE ACM 5-1 5.3 RECOMMENDATIONS FOR CATEGORY II NONFRIABLE ACM 5-1 5.4 GENERAL RECOMMENDATIONS 5-1 6.0 - SIGNATURE PAGE 6-1 APPENDICES APPENDIX A General Terms: Types of Asbestos -Containing Materials Types of Asbestos -Containing Roofing Materials NESHAP Categories APPENDIX B PLM Laboratory Reports APPENDIX C Figures APPENDIX D Inspection Photographs APPENDIX E Certificates 9220BISCBLVD ASB SURVEY EEbG: Limited Asbestos Survey: October 8, 2015 SECTION 1.0 INTRODUCTION A limited due diligence asbestos inspection was conducted on September 30, 2015 at an eight unit multi family walk up property located at 9220 Biscayne Boulevard in Miarpi Shores, Florida. The inspection was conducted by Rey Garcia (certified under the Asbestos Fia;ard Emergency Response Act, AHERA) of EE&G Environmental Services, LLC (EE&G). • ••• • The purpose of this limited due diligence inspection was to assess the presence. extep4,•end condition of suspect asbestos -containing materials (ACM) in the interior arefiS•bf the strtect buildings. Observed suspect ACM were sampled to determine asbestos conferitar assi f crto contain asbestos. Limited sampling was conducted of each observed susppp,rnaterial in'fhe accessible areas shown by the building management. •• •• •• •• • Terms used in this report are defined in the General Terms section, located in•Apper dix.A. Additional information on the classification of ACM for National Emissions Standards' for Hazardous Air Pollutants (NESHAP) is also located in Appendix A. These NESHAP Categories are helpful in determining the need for asbestos abatement, and must be used in notifications of intent to renovate or demolish. 9220BISCBLVD ASB SURVEY 1-1 EE>G: Limited Asbestos Survey: October 8, 2015 SECTION 2.0 BUILDING DESCRIPTIONS Eight -Unit Multi -Family Walk -Up Property — 9220 Biscayne Boulevard, Miami Shoresi FL Miami -Dade County Folio Nos.: 11-3206-014-1460 •... • . • • • • •• • . .l • • • The double -story building was observed to be constructed of concrete, woodk:atid steel..The interior walls and ceilings were observed to be finished with plaster. The floor evvLbrc obsgroed to be fished with ceramic tile and wood. According to the Miami-Dade'G'tflanty Prtrperty Appraiser's records, the building was constructed in 1947. See Appendix t'oPigur�S. See Appendix D for Photographs. • .• 9220BISCBLVD ASB SURVEY 2-1 • • • • • • • • • . •• • • • • • • • • • • • •••• • • • •• • EE6G: Limited Asbestos Survey: October 8, 2015 SECTION 3.0 METHODS AND LIMITATIONS 3.1 ASBESTOS SURVEY METHODS .... Representative accessible interior areas (no roofs) were inspected for suspectt•ACM,'wri1e s otherwise noted. Each observed suspect material was assigned a homogen0 s area dumber, described, and measured. Each observed suspect material was either samdl2tt;8/ assumted'to be asbestos -containing. Samples of suspect ACM were collected using procecl'Lire§ established by the United States (US) Environmental Protection Agency (EPA) Code of FecMral RegWiatNias (CFR) Title 40 Part 763 Subpart E, Asbestos -Containing Materials in Schools, •. . .•. ..• ..• .•.. 3.2 LABORATORY ANALYSIS METHODS .. • • • Samples were sent to American Asbestos Laboratories, Inc. in Tampa, llorick for analysis. Upon arrival at the laboratory, the samples were logged -in and stored for i3nal/sis. Arlalysss were performed using the polarized light microscopy (PLM) method of asbestos detection'using guidelines and procedures established in the Method for the Determination of Asbestos in Bulk Building Materials (EPA-600/R-93-116 July, 1993). Results were given as percent (%) asbestos ' by volume. Samples found to contain greater than 1% asbestos were considered positive and listed as ACM. 3.3 LIMITATIONS This asbestos inspection report has been prepared by EE&G in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. No other warranty, expressed or implied is made. The intent of this survey report is to assist the owner or client in locating ACM. Under no circumstances is this survey to be utilized as a proposal or a project specification document without the expressed written consent of EE&G. The survey was conducted to identify suspect ACM in accessible interior areas of the subject buildings only. Some ACM may not have been discovered due to inaccessibility, time and/or warranty constraints (i.e. roofs) or missing/incomplete plans. Suspect materials discovered subsequent to the issue of this survey report should be sampled and analyzed to determine asbestos content and to initiate appropriate responses. Analyses were carried out by PLM. While the most commonly accepted analytical method for detecting asbestos in bulk materials, PLM is known to have limited resolution and may not detect extremely small asbestos fibers. Certain materials, notably vinyl floor tiles, may contain extremely fine asbestos fibers that are beyond the resolution of PLM. EE&G's interpretations and recommendations are based upon the results of sample collection and analyses in compliance with environmental regulations, quality control and assurance standards, and the scope of work as indicated in EE&G's proposal. The results, conclusions, and recommendations contained in this report pertain to conditions observed at the time of the 9220BISCBLVD ASB SURVEY 3-1 EEbtG: Limited Asbestos Survey: October 8, 2015 survey. Other conditions elsewhere in the subject building(s) may differ from those in the inspected/surveyed locations and, such conditions are unknown, may change over time, and have not been considered. This report was prepared solely for the use of EE&G's client, and is not intended for use by third party beneficiaries. The client shall indemnify and hold EE&G harmless against liability for Toss arising out of or relating to reliance by third party on work performed thereunder, or the coatepts of this report. EE&G will not be held responsible for the interpretation or us% brothers of.data developed pursuant to the compilation of this report, or for use of segregat&Q portion%of•tl is •• report. • •• •• • 9220BISCBLVD ASB SURVEY 3-2 . . • •... • . . • •... . . .... .. . • • • • •• • • • • • • • • • • • • •• • • • • • • • • • • • EESG: Limited Asbestos Survey: October 8, 2015 SECTION 4.0 SURVEY RESULTS 4.1 ASBESTOS ANALYSIS RESULTS Asbestos -containing materials Asbestos was not found in amounts greater than 1 percent in the materials sampled and therefore materials are considered non -ACM: Non -Asbestos -containing materials Asbestos was not detected in the following materials: White plater system. White sink undercoat. Black sink undercoat. The original laboratory report is included as an attachment. 4.2 ADDITIONAL OBSERVATIONS In addition to the results presented in Section 4.1, EE&G observed the following: • No suspect fireproofing was observed during this inspection. • No suspect flooring was observed during this inspection. 9220BISCBLVD ASB SU RVEY 4-1 . • •. • ...• • • . . •• • • • .• • •• ••• •• • •••• .•.. • • ..•• •..• ..• .• •• .. . •• .. • • • • • • • • • • • • •• • •••• • • • .• EEtrG: Limited Asbestos Survey: TABLE 1: EIGHT -UNIT MULTI -FAMILY WALK-UP PROPERTY 9220 BISCAYNE BOULEVARD October 8, 2015 HA # Material Description HA Location Approx. Quantity Asbestos Content Friability Condition NESHAP Category 1 White plaster system Unit 1,2,4,5,6 NA NAD NA NA NA 2 White sink undercoat Unit 4 NA NAD NA NA NA 3 Black sink undercoat Unit 6,7,2 NA NAD NA NA NA NA = Not Applicable VFT = Vinyl Floor Tile SF = Square Feet NAD = No Asbestos Detected HA = Homogeneous Area C = Chrysotile Asbestos .• • • • • • • • • •• • • . • • • • •• • • • •• • • • •. • ••. ••• • • • • ••• ••• • • • •• • • • •• • •• • •• • • • •• •• •• • •• • •• • • • •• • • • • ••• • •• •••• • 9220BISCBLVD AS8 SURVEY • • • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • • • • • • • • .4-1. • • • • • • •• •• TSI = Thermal System Insulation LF = Linear Feet CT = Ceiling Tile EErG: Limited Asbestos Survey: October 8, 2015 SECTION 5.0 SUMMARY/RECOMMENDATIONS 5.1 RECOMMENDATIONS FOR REGULATED ACM (RACM) None ofthe materials sampled were identified as RACM: 5.2 RECOMMENDATIONS FOR CATEGORY I NONFRIABLE ACM No materials were identified as Category I Nonfriable ACM. 5.3 RECOMMENDATIONS FOR CATEGORY II NONFRIABLE ACM None of the materials sampled were identified as Category II Nonfriable ACM: 5.4 GENERAL RECOMMENDATIONS • • EE&G recommends that these results be interpreted as an estimation of possible ACM present in the buildings and not as a removal specification or scope of work for future renovations or demolition; thus this due diligence inspection report is not intended to meet requirements for an asbestos survey required under the National Emissions Standards for Hazardous Air Pollutants (NESHAP) for asbestos in buildings. In the event of renovation or demolition, a thorough survey should be performed that addresses areas not sampled during this due diligence inspection (i.e. roof systems, behind walls, etc.). If other structures at this or adjoining locations are to be impacted. tithfhg demolition, an asbestos survey of these structures will be requfrg . :• Suspect materials discovered after this inspection should.be .sampled And analyzed to determine asbestos content and to initiate approp liatoiesponses... 9220BISCBLVD ASB SURVEY 5-1 .... .... .. . .. .. . 00 • . • . . .. . 04100 ... • • • • EESG: Limited Asbestos Survey: October 8, 2015 Submitted by Rey Garcia Certified AHERA Building Inspector EE&G Reviewed by Jay W. Sall CIH Senior Technical Advisor, EE&G Asbestos Consultant #AX0000011 9220BISCBLVD ASB SURVEY SECTION 6.0 SIGNATURE PAGE 5-2 . •.. • • • •••• • • • • ..• • • ▪ ..• • . , • .. • • • • • • • • •••• •••• • • • • •••• •••• .. • . • • • • ....• .. • • • • • • • • • • • • • ▪ • ..• •••• • • • .. EEG: Limited Asbestos Survey: October 8, 2015 APPENDIX A GENERAL TERMS: TYPES OF ASBESTOS -CONTAINING MATERIALS TYPES OF ASBESTOS -CONTAINING ROOFING MATERIALS NESHAP CATEGORIES FOR ACM •••• • • • •••• • • •• • • • • • • • • •• •• • • • • •••• •••• • • • • • • •••• •••• • • • • • • • • •• •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • 9220BISCBLVD ASB SURVEY • •• EErG: Limited Asbestos Survey: TYPES OF ASBESTOS -CONTAINING MATERIALS Asbestos -Containing Material (ACM) October 8, 2015 Asbestos -containing materials, as defined by National Emission Standards for Hazardous Air Pollutants (NESHAP), are materials that have an asbestos content of greater than 1 percent. Friable Material Material that can be crumbled or reduced to a powder using normal hand pressure. Nonfriable material is too hard to be crumbled or reduced to a powder without the use of tools. Nonfriable materials may become friable if abraded or broken. Suspect Materials There are three broad classes that define suspect, asbestos -containing materials. These are: 1) surfacing material, 2) thermal system insulation, and 3) miscellaneous material. All materials that fit the description of these materials (as described below) are suspected to contain asbestos, until sampled and analyzed. • • Surfacing Material - Materials applied by spray or trowel are classified as surfacing materials. Asbestos was used in a variety of surfacing materials for fireproofing, acoustic dampening, condensation control, and decorative purposes. Surfacing materials that contain asbestos usually occur as fireproofing on steel - frame members, textured ceilings, or acoustic plaster ceilings. Thermal System Insulation (TSI) Material - Chill water, hot water, and steam - generating mechanical systems are frequently insulated with materials that contain asbestos. Pipes may be insulated with a nonasbestos-containing material, but have mastic or plastered joints that contain asbestos. Insulation materials that contain asbestos are generally found in boiler rooms arld clyIler roolijmn pipe chases in walls, in pipe runs above suspended ceilings, tir,111 trawl spaces •• under buildings. Insulation covered with an undamaged iaokst. or AfralS•is • classified as nonfriable. Adhesives used to hold insulation in pleoe•or provide an • airtight seal are also nonfriable materials. Most other types ottlterrpal ingelrattgn • • are friable. "'• •••• •• • • • • Miscellaneous Material - Miscellaneous building materials are jitgrials rhat..are •• used for finishing of interior spaces, or adhesive materials ppriliegri to auilding • materials and roofs. These materials have been manufactured with asbeeteS'fbr strength enhancement, fire retardation, condensation &ero;, a cixletical dampening, or corrosion resistance. The most common type of friable miscellaneous material is ceiling tile. Most other miscellaneous materials are nonfriable materials such as vinyl floor tile, adhesives, and cementitious panels (TransiteTM) 9220BISCBLVD ASB SURVEY EEIG: Limited Asbestos Survey: TYPES OF ASBESTOS -CONTAINING ROOFING MATERIALS (ACRM) Field Membrane October 8, 2015 This area is usually the predominant part of the roof deck and is comprised of all nonflashed areas and is applied directly to the roof substrate over an intermediate insulating layer. It usually consists of alternating layers of rolled -out felts and hot tar, topped with more hot tar to waterseal, and gravel. The asbestos, if found, is in one or more of the layers of tar or may be in the felts themselves. Edge Flashing This component consists of a cold bull/pitch applied to the substrate around the perimeter of a flat roof deck. An additional 8" - 12" of felt is applied to the bull/pitch to seal the edge of the roof substrate before a 4" - 6" piece of metal drip guard is placed over these materials to counterflash and protect against wind and rain. The field membrane felts are then blended in with the inner edge to conform with the rest of the roof. The asbestos, if found, is in the layers of bull/pitch, tar, or may be in the flashing felts themselves. Wall Base/Parapet Flashing This component consists of a cold bull/pitch applied to the roof substrate, adjoining wall base, fan/vent, scupper trough, hatch, chimney, or raised parapet wall. An additional 12" - 48" of felt (often painted silver) is applied to the bull/pitch to seal the edges of the roof substrate, wall(s), or the side or top of the concrete parapet wall. The field membrane felts are then blended in with the inner edge to conform with the rest of the roof. The asbestos, if found, is in the layers of bull/pitch, tar, or may be in the flashing felts themselves. Roof Fixture Flashing This component consists of a cold bull/pitch applied to the roof substrate around of the following fixtures: roof drain, vent-thru-roof stack (VTR), pitch pan, gooseneck vents, mechanical equipment supports, or other roof penetration. An additional sheet of metal counterflashing (extending 4" - 24" from the center) is applied to the bull/pitch to seal the edges to the roof substrate. The field membrane felts are placed over up to the fixture sides to conform with the rest of the roof. The asbestos, if found, is in the layers of bull/pitch, tar, or may be in the flashing felts themselves. 9220BISCBLVD ASB SURVEY •. • • • • • • • • • . .• •. . • . • •.• .. ••.. ..•• ••• • •.•. •.•. •.• •• .. •• • •• •• . • . • . • . • • • • • • • • • • • •• • •••• • • • • • EEIAG: Limited Asbestos Survey: NESHAP CATEGORIES FOR ACM Regulated ACM (RACM) October 8, 2015 All ACM that is friable or likely to become friable during renovation or demolition activities is considered to be RACM. These materials must be removed from buildings prior to renovation or demolition activities that will disturb them. Category I Nonfriable ACM Resilient flooring, such as vinyl floor tile and rolled vinyl sheeting, valve packings and gaskets, and asphalt (bituminous) roofing materials are all classified as Category I Nonfriable materials. If these materials are in good condition, they are not likely to become friable during demolition, and therefore, may remain in place for demolition. However, these materials must be removed prior to renovations if the renovation involves alteration that would render them friable. Category II Nonfriable ACM Category II materials are all other nonfriable materials that are not classified as Category I. Asbestos cement products and plaster are the most common types of Category II materials. Most Category II materials are likely to become friable during demolition, and therefore, must be removed prior to demolition. These materials must be removed prior to renovations if the renovation involves alteration that would render them friable. 9220BISCBLVD ASB SU RVEY • .•• • • • .••• • • • . •• • •• • • • • •• . • • • • • • • •••. • • • • ••.. ••.. •• • • • • •• ••• •• • • •• • • • • • . • • • • • • •• • • • • • • • • • • • • • EE$G: Limited Asbestos Survey: October 8, 2015 APPENDIX B LABORATORY ANALYSIS REPORT PLM RESULTS 9220BISCBLVD ASB SURVEY . ••. • • • • •••• • • • • •• • • • • • • ••• •• • • • • •••• •••• • • • • • •••• •••• •• • • • • • • ••• •• • • •• • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • AAL American Asbestos Laboratories REPORT Friday, Oct 2 2015, 3:13 PM SENT TEJO FLORIDA II, LLC TO: 1110 BRICKELL AVENUE, SUITE 404 MIAMI, FL 33131 JEAN GUILMOTO Phone: 917-972-7071 Fax: Email: jean.guiloto@fulton.fr Thank you for your business. PREPARED BY: AAL Asbestos Department 5005 WEST LAUREL STREET SUITE 110 TAMPA, FL 33607 NVLAP Lab Code 101775 (813) 287-1005 Analysis: Polarized Light Microscopy (PLM) with dispersion staining techniques according to the United States (US) Environmental Protection Agency (EPA) 'Method for the Determination of Asbestos in Bulk Building Materials, EPA/600/R-93-116, July 1993. Sample Type: BULK # of Samples: 9 Work Order# AAL Project# Project: T1510007 2015-3501 9220 BISCAYNE BOULEVARD p(*,02._ Authorized Analyst KHANDAKER ANAM Date in: Date out: Transported: Sampled by: Received by: Thursday, October 01, 2015 Friday, Oct 2 2015 FEDEX REY G KIA Laboratory Manager KHANDAKER ANAM • • • • • •• • • •• • • • •••• •• • • • •• •• • � • • • • • • • • Due to the small size of asbestos fibers associated with vinyl floor tiles, TEM analysis is recommended f e l •• • r tiles • • • • or no detectable asbestos by visual estimation. 9(s�• • �gntaiping �1%•; •.' •• •• • •• This report may not be reproduced except in full, without the written approval of AAL. AAL will not be hel7rttnnsible for ttft: use of its reports issued in part to third parties or authorized agents of the client. • • • • • • •,v • • This report shall not be used by the client to claim product endorsement by NVLAP nor any agency of that: niter sStates G•rn ment. gif • • • NVLAP reports displaying NVLAP logo must have at least one signature to be valid. • • • •• • The following analytical results presented in this report pertain only to the samples analyzed. American Asbestos Laboratories assumes no responsibility for whether the samples accurately represent the material in question Friday, Oct 2 2015, 3:13 PM CLIENT: PROJECT: _ AAL LABORATORY BULK SAMPLE ANALYSIS REPORT TEJO FLORIDA II, LLC 9220 BISCAYNE BOULEVARD Work Order: T15I0007 Page 1 of 2 Asbestos analysis of bulk materials via EPA 600/R/93/116 Method using Polarized Light Miscroscopy (PLM). Dash No. ANA DESCRIPTION LOCATION Sample No. 01 A KIA WHITE PLASTER ROOM 1 I PERCENT ASBESTOS FIBERS CHRY AMOS CROC TREM ANTI! OTHER NO ASBESTOS DETECTED %NON-ASB NON FIB I FIBERS Other: 98- 99 Cellulose: 1- 2 01 B KIA WHITE PLASTER ROOM 2 2 NO ASBESTOS DETECTED Other: 98- 99 Cellulose: 1- 2 01 C KIA WHITE PLASTER ROOM 4 3 NO ASBESTOS DETECTED Other: 98- 99 Cellulose: 1- 2 01 D KIA WHITE PLASTER ROOM 5 4 NO ASBESTOS DETECTED Other: 98- 99 Cellulose: 1- 2 01 E KIA WHITE PLASTER ROOM 6 3 NO ASBESTOS DETECTED Other: 98- 99 Cellulose: 1- 2 02 A KIA WHITE SINK UNDERCOAT ROOM 4 6 NO ASBESTOS DETECTED Other: 90- 95 Cellulose: 5- 10 03 A KIA BLACK SINK UNDERCOAT ROOM 6 7 NO ASBESTOS DETECTED Other: 98- 99 Cellulose: 1-2 • •• ••• • • • • • •• • • • • • • • • •• ••• •• . • • •• • •.• ••• • • • • • • • • • • • • • • •• •• • • • • • •• • • • • • • • • • • ••• • • . •• • • • • •• • • • ••• • • • • • • • • • • • • • • • •• • •• • • •• • • • • • • • • • • • • • • . •• • • • • • •• •• • • • •• •. ••• • • • ••• • • Report Continued on Next Page Friday, October 02, 2015 CLIENT: TEJO FLORIDA 11 LLC PROJECT: 9220 BISCAYNE BOULEVARD Work Order: T1510007 Page 2 of 2 LABORATORY BULK SAMPLE ANALYSIS REPORT CONTINUED Dash No. ANA DESCRIPTION 03 B KIA BLACK SINK UNDERCOAT 03 C KIA BLACK SINK UNDERCOAT LOCATION ROOM 7 Sample No. PERCENT ASBESTOS FIBERS CHRY' AMOS CROC TREAT ANTH OTHER 8 NO ASBESTOS DETECTED %NON-ASB NON FIB l FIBERS Other: 98- 99 Cellulose: 1-2 ROOM 8 9 NO ASBESTOS DETECTED Other: 98- 99 Cellulose: 1- 2 •• ••• • • • • • •• • • • • • • • • r • •• ••• •• • • • •• • ••• ••• • • • Quality Control Officer • • • • • • • • • • Analyli al i sultsJrta:n bnly fgthe s.trnple(s) analyzed. All Samples analyzed were acceptable for analysis. ABBFiVIATVNIS: • `4?VA •I;nalysB ;Rsbestos; CHRY = Chrysolite; AMOS = Amosite; CROC = Crocidolite; TERM = Term/Act; ANTH = Anthophylite; ACT = Actinolite; AL = Aluminum; BLK = Black; BACK = Backing; BL = Blue; BRN = Brown; C = Cellulose; CALC = Calcareous; CPT = Carpet; CTL = Ceiling Tile; CEM = Cement: COV = Cover; DEB = Debris; FG = Fiberglass; FIB = Fibrous; MAS = Mastic; MAT = Material; MIC = Micaceous; MW = Mineral Wool; ORG = Orange: • • • PAI ; Paiat PIP = FSaper; PL = Plaster; PLAS = Plastic; PWDR = Powder; RCF = Refractory Ceramic Fiber; RUB = Rubber; SIL = Silver; SR = Sheet Rock; S = Synthetic; •• i • •• ••: St• l�: Stibstawcal � XT = Textured; TR = Trace; TRAN = Transite: TREM = Tremolite; VERM = Vermiculite; VYL = Vinyl; W = Wollastonite; WH = White; YEL = Yellow. ••• • • • ••• • • EE8 EE&G Environmental Services, LLC 5751 Miami Lakes Drive Miami Lakes, Florida 33014 BULK TRANSMITTAL FORM CHAIN OF CUSTODY CLIENT: T&-s.) Fe_mvzi 4,4 IS '4c CLIENT CONTACT: SC-d-4) Gc"c,t6 ra DATE COLLECTED: 7-se - i,r- DATE SENT: 9-2d -ice PROJECT: 922 co 3 eJ c-.t v-uG PROJECT NUMBER: / s - 3 c0 / BILL GROUP/PHASE: /k/ S-i'J. DATE VERBAL NEEDED: Ai A P STOP AT FIRST POSITIVE: Y N (circle one) DATE WRITTEN NEEDED: ASA p SAMPLE PREFIX SAMPLE NUMBER COLOR SAMPLE DESCRIPTION SAMPLE LOCATION 1. / w14/7e Pc.rs 7CR goo— 2. Z 2 3. 3 4. Y 5. f 6. 6 s/-j,c V,vl7 a •,2Co- 7 T. i 8. it 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. CHAIN OF CUSTODY: DATE/TIME PRINT NAME/SIGNATURE 3v -, 5- 6 .•.. • • • . • .• • ... • • • .... ..•• -• . .... . . • •- •. . . . . • . . • • . . .. . .••. .• . • liOCT ( i 201 PURPOSE A c(IDA C T A C= Collection T= Transportation A= Analysis EEtkG: Limited Asbestos Survey: October 8, 2015 APPENDIX C FIGURES 9220BISCBLVD ASB SURVEY . •.. • • • • •••• • • • • • •• • • • • .• • •• •• • • • • •••• •••• • • • • • • •••• •••• •• • • • • • • ••• •• • • •• • • • • • • • • •• • • • • • • • • •• • •••• • • • .• Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-014-1460 Property Address: 9220 BISCAYNE BLVD Owner JACQUELIN MONTREUIL &W MARIE M Mailing Address 1271 NE 84 ST MIAMI , FL 33138-3423 Primary Zone 3000 MULTI -FAMILY - GENERAL Primary Land Use 0803 MULTIFAMILY 2-9 UNITS : MULTIFAMILY 3 OR MORE UNITS Beds / Baths / Half 16 / 8 / 0 Floors 2 Living Units 8 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 6,372 Sq.Ft Lot Size 19,500 Sq.Ft Year Built 1947 Assessment Information Year 2015 2014 2013 Land Value $351,000 $312,000 $253,506 Building Value $219,528 $211,397 $211,397 XF Value $4,811 $4,823 $4,830 Market Value $575,339 $528,220 $469,733 Assessed Value $568,376 $516,706 $469,733 Benefits Information Benefit Type Non -Homestead Cap Assessment Reduction 2015 2014 2013 $6,963 $11,514 Note: Not all benefits are applicable to aII Taxable Values (.e. County, School Board, City, Regional). Short Legal Description 5-6 53 42 MIAMI SHORES SEC 3 PB 10-37 LOT 3&4BLK63 LOT SIZE IRREGULAR OR 18337-19041098 1 Generated On : 9/22/2015 Taxable Value Information 2015 2014 2013 County Exemption Value $0 $0 $0 Taxable Value $568,376 $516,706 $469,733 School Board Exemption Value $0 $0 $0 Taxable Value $575,339 $528,220 $469,733 City Exemption Value $0 $0 $0 Taxable Value $568376 6 • $5161-70.6•.. $469,, 33 • Regional • • • •• • • • Exemption Value •'SC • • • •$0 • • •. 49i Taxable Value $568,376 • • $516,70 $44.734 • •• .• Sales Information • •• • •.•• Previous Sale Price OR Book- Pa g e • • • • • • • • • • • • • • • Walification Description • • • •• • 10/01/1998 $360,000 18337-1904 2008 and prior yaarealQs; Qual by • • 0icam• • weed • • .41.. •• • .... 03/01/1987 $250,000 13233-1339 • 2008 and prior yhr sale; Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This websile may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: • • • • • • • http://www.miamidade.gov/propertysearch/index.html 9/22/2015 NE 93rd ST RESI DENTIAL ALLEYWAY ELECTRIC L METER R OM \ \ \ \ RESIDEN\`TIAL vr / / � / // / / / N / / i1‘> SEPTIC TANKS \/ <v� FORMER IRRIGATION WELL FIRE HYDRANT 0 NE 92nd ST (9190) BANK OF AMERICA v ' 0' 25' 50' / 1 / / SCALE: C/B LEGEND: ® = CATCH BASIN MEE ENVIRONMENTAL SERVICES, LLC 5751 MIAMI LAKES DRIVE MIAMI LAKES, FLORIDA 33014 (305) 374-8300 (305) 374-0004 FAX = DUMPSTER / \ / \ \ / -/ Nk / N4,/ oy/ / PROPERTY BOUNDARY cb / JO C/B i / L / / �\ / / / / / A 4. / / ` UP / / <` / / ST. MARTHA'S / PARISH CENTER \ (9221) • •••: • • • • • •• • • • • • .••,.,!• •• •• • ••.•NE 92nd.JT. • • • • • • / J MULTI- FAMILY PROPERTY 9220 BISCAYNE BLVD MIAMI SHORES, FL 33138 • • •• •. •—tea-- • • HACZEN1 • HOT16L • •• • • ••1 • • r• --11 • • •• • Z • • • \ ( \ Date: 10/05/15 / \ SITE LAYOUT MAP Project 4 2015-3501 Drawn by. NV Cad File: Al J `Dwg. Scale: As Noted • • — -•—' • • • / FIGURE Al EE> rG: Limited Asbestos Survey: October 8, 2015 APPENDIX D INSPECTION PHOTOGRAPHS 9220BISCBLVD ASB SURVEY . •.. • • • .... • • • •• • • • • • •• •• • • ▪ • • • .... •••• • • • • .... • •••• •• . • • . • • •• •• • .. • • • . • • • • • • •• • • • • • • • .... • • • • • EEbG: Limited Asbestos Survey: Photo 1: Exterior of property on 9220 Biscayne Boulevard. Photo 2: NonACM white plater. 922OBISCBLVD ASB SURVEY October 8, 2015 . . .. .. . . . • . • • • .. • .. • . . . .... . . . • • '; ..• .. • .. • • • 40 • • .' • • • • • • •••• • • • • • EE$G: Limited Asbestos Survey: Photo 3: NonACM white sink undercoat. Photo 4: NonACM black sink undercoat. 9220BISCBLVD ASB SURVEY October 8, 2015 • . . .. . . . •• •• • .... • • • •••• .... • • • . • •••• •••• • • .. .. • • • • • • • • • ..• .. . • • • . • • • • • • • • • • • .... • • • • • EESG: Limited Asbestos Survey: October 8, 2015 APPENDIX E CERTIFICATES 9220BISCBLVD ASB SURVEY ... • • • •••• •• . • ..• • • • ..• .. • • • • .••• • • •••• .. .. •••• • • •••• .. . • • • • .. • • • • .. • • • • • • • • • ..• • •••• • .. lbro (ra <` t: k`v / Cl 111 ti 4. yiC+ ,01;,.. 900 N.W. 5TH Avenue, Fort Lauderdale, Florida This is to Certify that Rtyratitdo I IIII I111 IIIII IIIII IIIII II II IIIII llIlI IIIII III 11774 SW 37th St., Miami, FL, 33175 has successfully completed an._Englis A (c 1� �- Build � ` `_ tio�� .1:. G fr t 16-Sep-14 TO 16-Sep-14 Meets state requirements of FL49-0001020/CN-0006273 and UT (6.0 core). NDAAC Provider #451 Trainer(s): Mark Knick Training Address: 900 NW 5 AV, Fort Lauderdale, FL, 33311 Successful course completion based on exam score on: 09/16/14 16-Sep-15 >,. • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• To Authentic`` ` Cert ftcate www.seagulltraining com 1-800-966-9933 nod/ mimes F. Stump, Course Sponso Certificate Number: 111111111111llII IIlllIIIII III United States Department of Commerce National Institute of Standards and Technology Certificate of Accreditation to ISO/IEC 17025:2005 NVLAP LAB CODE: 101775-0 American Asbestos Laboratories, Inc. Tampa, FL is accredited by the National Voluntary Laboratory Accreditation Program for specific services, listed on the Scope of Accreditation, for: BULK ASBESTOS FIBER ANALYSIS This laboratory is accredited in accordance with the recognized International Standard ISO/IEC 17025:2005. This ageredltatipn:dvrlpgs(-aces technical competence for a defined scope and the operation of a laboratory quality •. •: rpapagcrnvnj sysstem (refer to joint ISO-ILAC-IAF Communique dated January 2009). • ••••••• • ••• ••• •• • • • • .• • ••• ••• • • • • • • • • • • • • • 201 S-1 -02 threargh 20;14 05 31::-- • •• • • • • • • • Z 1 w • • Etfective Elate? •••• A�o STATES OF P C ,cos([ -3F coy, 4% ••• • • • • ••• • • • • • • • • • • • • ••• • • • 3 • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a 444 For the Nafonal Institute of Standards and Technology NVLAP-01C (REV. 2009-01-28) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ASBESTOS LICENSING UNIT (850) 487-1395 5`' 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 SALL, JAY WALTER EE & G ENVIRONMENTAL SERVICES LLC 5751 MIAMI LAKES DRIVE MIAMI LAKES FL 33014 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR DETACH HERE STATE OF FLORIDA STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION AX0000011 ISSUED: 11/18/2014 ASBESTOS CONSULTANT SALL, JAY WALTER EE & G ENVIRONMENTAL SERVICES LLC IS LICENSED under the provisions of Ch 469 FS Expiration date _ NOV 30. 2016 L1411180002193 glob.• • • • I• TN .AWSO J, SEA RETARY • • • • • • glob •• • DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATrgtIgl• ASBESTOS LICENSING UNIT LICENSE NUMBER The ASBESTOS CONSULTANT Named below IS LICENSED Under the provisions of Chapter 469 FS. Expiration date: NOV 30, 2016 SALL, JAY WALTER EE & G ENVIRONMENTAL SERVICES LLC 2922 FLAMINGO DRIVE MIAMI BEACH FL 33140 • • •.glob • •• •• • • • • • • • • •• • • •••• • • • glob • • • ISSUED: 11/18/2014 DISPLAY AS REQUIRED BY LAW SEQ # L1411180002193 '1L �U�N �M�� &� le MUNICIPAL IN��D�N0�N�@��NITNECORD 09/29/2016 Mi�� NO. 2016-N70097 PROCESS NO. M2016008810 FOLIO: 1132060141460 JOB SITE ADDRESS 9220 BISCAYNE BLVD PROPOSED USE 5 UNITS OR MORE - RESIDENTIAL /INT RENOVATION TO SCHEDULE A FIRE INSPECTION, PLEASE VISIT THE WEB AT WWW.MIAMIDADE.GOV/8UILDING OR WWW.MIAMIDADE.GOV/FIRE. YOU WILL NEED TO PROVIDE YOUR TEN DIGIT MUNICIPAL INSPECTION NUMBER AND INSPECTION TYPE. THE INSPECTION B FOUND ON YOUR INSPECTION REQUIREMENTS AND RQQfiqjV CARD IF YOU HAVE ANY QUESTIONS -- INSPECTION, SCHEDULING A PRELIMINA BANK TEST INSPECTION, PLEASE CALI N AT 740IqlY4000. on r IF YOU HAVE ANY QUEST IO CON AN REVIEW, PLEASE CALL FIRE ENGINEE*,T 3157� **8E ADVISRD THIS IS MOPER YOUR CORRESPJNDIN8 I'll UNI0 I., �V � ISSUED BY � 11 ~ 1B2 E IOADE MUNICIPAL INBAIMAITUNDEXCRACTYRECORD 09/29/201E M(.L 1.NO.2016-070097 PROCESS NO. M2016008810 FOLIO: 1132060141460 JOB SITE ADDRESS 9220 BISCAYNE BLVD PROPOSED USE 5 UNITS OR MORE - RESIDENTIAL /INT RENOVATION REQUIRED INSPECTIONS FIRE 0001 FIRE INSPECTIONS REV:OMMENDED , ••• • • • , - 200 FIRE HYDRANTS 208 FIRE TCO INSPECTIH- 211 PRELIMINARY FIRE FINAL INIT Df:4TE f) g) U.S. DEPARTMENT OF HOMELAND SECURITY FEl'r,`�RAL EMERGENCY MANAGEMENT AGENCY r i an na. Flood Insurance Program • ELEVATION CERTIFICATE IMPORTANT: Follow the instructions on pages 1-9. OMB No. 1660-0008 Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. A2. Building Owners Name TEJO MANAGEMENT Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P0. Route and Box No. 9220 BISCAYNE BLVD Policy Number: Company NAIC Number: City MIAMI State FL ZIP Code 33188 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) FOLIO # 11-3206-014-1460 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc) RESIDENTIAL A5. Latitude/Longitude: Lat. 25°51'37 3R"N Long 80°10'5.23"W Horizontal Datum: ❑ NAD 1927 0 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 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b d) Engineered flood openings? 0 Yes No N/A N/A N/A sq in sq ft A9. For a) b) c) d) a building with an attached garage: Square footage of attached garage N/A sq ft Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A Total net area of flood openings in A9.b N/A Engineered flood openings? 0 Yes _1 No sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP Community Name & Community Number MIAMI SHORES 120652 82. County Name PALM BEACH B3. State FL B4. Map/Panel Number 12086C0306 B5. Suffix L B6. FIRM Index Date 09/11/2009 B7. FIRM Panel Effective/ Revised Date 09/11/2009 B8. Flood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile ® FIRM 0 Community Determined 0 Other/Source: B11. Indicate elevation datum used for BFE in Item 89: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source. N/A B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 0 Yes No Designation Date• N/A / / ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* F2 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, AR7AO. Complete•Items. C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. • •. •.; Benchmark Utilized: MIAMI-DADE BM # A400 Vertical Datum. N.G.V.D 1929 • . Indicate elevation datum used for the elevations in items a) through h) below. ® NGVD 1929 Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 14 b) Top of the next higher floor 23 80 c) Bottom of the lowest horizontal structural member (V Zones only) N/A d) Attached garage (top of slab) N/A e) Lowest elevation of machinery or equipment servicing the building N/A (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) Highest adjacent (finished) grade next to building (HAG) 00 ••• • • ❑ NAVD 1988 11151Il t;f/Source••••••• • •••• •••• Check the measurement used. •••••• •• • ® feet • j me4ers • • • • •• ® feet • lm eters 0 feet • ❑Tnlers 0 feet • 0 meters ►_ feet •.G14ne:ers 10 74 11 61 h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A structural support feet NIfeet ❑ feet ❑ meters ❑ meters ❑ meters • • • • •••• • • • •• • • • • • SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 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. 0 Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a g Check here if attachments. licensed land surveyor? ® Yes 0 No Certifier's Name JOH. IBARRA License Number 5204 Title PRESID Address 777 NW Signature Company Name JOHN IBARRA & ASSOCIATES, INC. City MIAMI Date 02/29/2016 State FL Telephone (305 262-0400 ZIP Code 33126 PLS # 5204 i 1, �" NJ 02/29/2016 FEMA Form 0 6-0-33 (7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSUR4NCE COMPANY USER' Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P0. Route and Box No. 9220 BISCAYNE BLVD Policy Number: City State ZIP Code MIAMI FL 33188 Company NAIC Number: SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments C.O.R = 10.55 FEET; LATITUDE AND LONGITUDE DETERMINED BY SURVEYOR USING GOOGLE EART; MIAMI-DADE COUNTY - NCHMARK NO. A400, ELEVATION 14.75 FEET OF N.G.V.D. OF 1929. LOCATED AT NE 91st ST AND BISCAY : -VD/) Signature Date 02/29/2016 SECTION BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO a 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. 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, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is 0 feet 0 meters 0 above or 0 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 ❑ feet ❑ meters 0 above or 0 below the HAG. E3. Attached garage (top of slab) is 0 feet 0 meters 0 above or 0 below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet 0 meters 0 above or 0 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 0 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 TEJO MANAGEMENT •••• • • •Wss 922b•6rSCAYNE $1.,V'D • • •Signature • • • •• . • • City State ZIP Code MIAMI FL 33188 Date Telephone 02/29/2016 • Comments • • • • • •.•• • • .••• • •. • • • • •• •.•• 0 Check here if attachments. • • The local official who is authorized by I:w or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and • • Goitiiis Elevitnaaificate.tomplete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. : •91.. p The information in Section Cwvas taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect • • who is auN sized bylaw tb certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ • •• 0 The following information (Items G4—G9) is provided for community floodplain management purposes. •• • •• •• SECTION G — COMMUNITY INFORMATION (OPTIONAL) G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction 0 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: 0 feet 0 meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: 0 feet 0 meters Datum G1O.Community's design flood elevation: El feet 0 meters Datum Local Official's Name Title Community Name Telephone Signature Date 02/29/2016 Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/12) Replaces all previous editions. r + e • ELEVATION CERTIFICATE, page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P0. Route and Box No. 9220 BISCAYNE BLVD Policy Number: City MIAMI State FL ZIP Code 33188 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs be ow 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. FRONT VIEW 02/29/2016 REAR VIEW 02/29/2016 • • • . • .• • • • .•• • • .••. • • • • • •. •• • ••.. •.•• ••• • • • • • •.•• .• • • • . • . . •• .• • •. • . • • • • • • • • 1 • ••..I • • • • • • • .. • • • .•• • • • • • FEMA Form 086-0-33 (7/12) Replaces all previous editions. .• . . • •• • •� .� • ELEVATION CERTIFICATE, page 4 BUILDING PHOTOGRAPHS Continuation Page IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P0. Route and Box No. 9220 BISCAYNE BLVD Policy Number: City MIAMI State FL ZIP Code 33188 Company NAIC Number: If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. LEFT VIEW •.•. • • • • • . . • • • • • •• •• • 02/29/2016 • . • • • .• • • • • • • • • • ••.• .13,10„ IT sic% • .. 02/29/2010' • • • • • • • •• • • • • • • • •• • • • II•••• • • • • • • • •• . • • • • •• •• • . • • • • • • . • • .• 11 FEMA Form 086-0-33 (7/12) Replaces all previous editions. Date Company Address City State MecaWind Std v2.2.7.2 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com : 2/11/2016 Project No. : WL-013 Name : Tadeos Engineering LLC Designed By : Luis 0. de la Hoz Olivera : 14750 NW 77th Ct., Suite 306 Description : Windows Installation : Miami Lakes Customer Name : : FL, 33016 Proj Location : 9220 Biscayne Blvd, FL 33138 File Location: Z:\Wind Load\Projects\WL013 9220 Biscayne Blvd, F1 33138-Mario\MecaWind\Mario.wnd Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) mph Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Damping Ratio (beta) Alpha At Am Cc Epsilon Pitch of Roof h: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang Bldg Length Along 175.00 II N/A 1.00 0.01 11.50 0.09 0.11 0.15 0.13 3.218659 : 22.80 ft 25.10 ft at Eave= 3.00 ft Ridge = 56.40 ft Exposure Category Flexible Structure = Kd Directional Factor = D No 0.85 Zg = 700.00 ft Bt = 1.07 Bm 0.80 1 650.00 ft Zmin 7.00 ft 12 Slope of Roof(Theta) 15.01 Deg Type of Roof = GABLED Eht: Eave Height = 20.50 ft Overhead Type = OH w/ soffit Bldg Width Across Ridge= 28.30 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 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)) = 0.85 = 13.68 ft = 0.17 = 582.25 ft = 0.94 0.90 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 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 1.00 1.00 175.00 mph MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 All pressures shown are based upon ASD Design, with a Load Factor of .6 MWFRS Pressures for Wind Normal to 56.4 ft wall (Normal to Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir h: Height to top of Windward Wall ph: Net Pressure at top of wall (windward + leeward) p0: Net Pressure at bottom of wall (windward + leeward) ps: Side wall pressure acting away from wall = .54 * ph pl: Leeward wall pressure acting away from wall = .38 * ph pwh: Windward wall press @ top acting toward wall = ph-pl pw0: Windward wall press @ bot acting toward wall = p0-pl ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height Lambda: Exposure Adjustment Factor Slope: Roof Slope Zone 1 2 Load Casel Load Case2 psf psf - 45.84 7.44 - 32.07 -9.92 0.50 20.50 49.91 49.25 - 26.95 - 18.96 30.94 30.28 ft psf psf psf psf psf psf 22.800 ft 1.196 15.01 Deg • • • • • • •• • • •••• • • •••• • • •• •• • • ,r • • •••• • • •••• • • • • • •• •• • • • •• • • • • •• • • • • • • • • •• • •••• 4. • • 'v'seGARDE4 .-. . 111 �. - : 101: . • • • • • • • •• • • 3 -47.65 .00 4 -42.47 .00 5 -34.85 .00 Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3): LOAD CASE 1: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 LOAD CASE 2: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Notes - Normal to Ridge MWFRS Pressures for Wind Normal to 28.3 ft wall (Along Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir h: Height to top of Windward Wall ph: Net Pressure at top of wall (windward + leeward) p0: Net Pressure at bottom of wall (windward + leeward) ps: Side wall pressure acting away from wall = .64 * ph pl: Leeward wall pressure acting away from wall = .27 * ph pwh: Windward wall press @ top acting toward wall = ph-pl pw0: Windward wall press @ bot acting toward wall = p0-pl - 34.38 psf - 35.74 psf 5.58 psf .00 psf 1.99 25.10 ft 45.37 psf 43.71 psf -29.01 psf - 12.29 psf 33.09 psf 31.42 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height 22.800 ft Lambda: Exposure Adjustment Factor = 1.196 Slope: Roof Slope = 15.01 Deg Zone Load Casel Load Case2 psf psf 1 -45.84 7.44 2 -32.07 -9.92 3 -47.65 .00 4 -42.47 .00 5 -34.85 .00 • • • • • •• • • Note: A value of '0' indicates that the zone/load case is not applicable. •••• • • ROOF OVERHANG LOADS (FIGURE 27.6-3): LOAD CASE 1: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 LOAD CASE 2: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Notes - Along Ridge • • •• •• - 34.38 psf - 35.74 psf • • • 5.58 psf .00 psf 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" = 3.00 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf A 4.42 3.00 13.3 5 0.98 -1.36 51.32 -68.08 A 4.42 3.00 13.3 4 0.98 -1.08 51.32 -55.75 B 4.42 3.16 14.0 5 0.97 -1.35 51.14 -67.73 B 4.42 3.16 14.0 4 0.97 -1.07 51.14 -55.57 C 3.00 1.84 5.5 4 1.00 -1.10 52.28 -56.71 1 7.00 3.00 21.0 4 0.94 -1.04 49.76 -54.19 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd = 1.11 = 44.30 psf • • • • • • • •• • • • •••• • • • • • •• •• • •••• • • •••• •• • • • • • •• • • • • •••• • • • •• • •• • • • • • • • • •• • • • Residence Remodeling (Exact Change Out) HVAC Load Calculations for CIO TEJO MANAGEMENT 9220 BISCAYNE BLVD MIAMI SHORES, FL. 33138 RESIDICNTIAL HVAC LOADS `0111111/i'li .�`tt�,, Q• • .ARC//ww--i p= *t ' FSi • `�`` Prepared By: 4;I 11110 Jose Martinez LAAN Group 2423 SW 147th Ave #355 Miami, Florida 33185 786.3428252 Thursday, February 11, 2016 . • .. • • • •• •••• • • • ••• • • • •• • • • . •• • • •••• •••• • • • •••• •••• •• • • • • • • ••• •• • • •• • • • • • • • '. • • • • • • • •• • • • • • • • •• • •••• • • • Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads LAAN Group Miami, FL 33175 Project Report 1Rr Elite Software Development, Inc. Residence Remodeling (Exact Change Out) Page 2 (-General Project Information Project Title: Residence Remodeling (Exact Change Out) Designed By: ALEX SOUTO Project Date: APRIL 17, 2010 Client Name: C/O TEJO MANAGEMENT Client Address: 9220 BISCAYNE BLVD Client City: MIAMI SHORES, FL. 33138 Company Name: LAAN Group Company Representative: Jose Martinez Company Address: 2423 SW 147th Ave #355 Company City: Miami, Florida 33185 Company Phone: 786.3428252 . . . . . .. . . • ... • . .... • . .. . • .• .. • • • Design Data Reference City: Building Orientation: Daily Temperature Range: Latitude: Elevation: Altitude Factor: Winter: Summer: Outdoor Dry Bulb 40 92 Outdoor Wet Bulb 0 78 Miami, Florida Front door faces North Low 25 Degrees 7 ft. 1.000 Outdoor Rel.Hum n/a 54% Indoor Rel.Hum n/a 50% Indoor Dry Bulb 70 75 .... r .... . . ..• .. • . . • . • . ..• • Grains Difference n/a 58 .... i .. .. . • . . • .. • . • • . .... . . . .. . . • . Check Figures Total Building Supply CFM: 1,502 Square ft. of Room Area: 1,620 Volume (ft3) of Cond. Space: 12,957 CFM Per Square ft.: 0.928 Building, Loads Total Heating Required Including Ventilation Air: 36,217 Btuh 36.217 MBH Total Sensible Gain: 33,416 Btuh 72 % Total Latent Gain: 12,977 Btuh 28 % Total Cooling Required Including Ventilation Air: 46,393 Btuh F Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\LOAD CAL.rh9 Thursday, February 11, 2016, 5:33 PM Rhvac - Residential & Light Commercial HVAC Loads LAAN Group Miami, FL 33175 Elite Software Development, Inc. Ii Residence Remodeling (Exact Change Out) Page 3 System 1 AHU-1 Summary Loads •Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain A-CM-0: Glazing -Single pane operable window or sliding door, u-value 1, SHGC 0.5 A-CM-0: Glazing -Single pane operable window or sliding door, external shade screen coefficient of 0.35 and 100% coverage, u-value 1, SHGC 0.5 11 D: Door -Wood - Solid Core 13AB-flocs: Wall -Block, no blanket or board insulation, open core, siding finish 22A-rl: Floor -Slab on grade, No edge insulation, no insulation below floor, any floor cover, radiant, light dry soil Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 20, Summer CFM: 20 Ventilation: Winter CFM: 0, Summer CFM: 0 79.1 2,373 0 5,155 5,155 42.7 1,280 0 1,176 1,176 42 492 0 524 524 742.9 5,750 0 4,484. 4,485 •• .. • • 113 6,147 •.0' : • 0 . j)' ' • . 16,042 .' U". 11.340 % 1 t,340 • 4 gar " 980' t,'8p0' . 4,b13": :'.0'. 4, 0' 0 •'••• • o• "'tx• � 3,874 �'11. • 3,369 4,18% 660 `785 • :314:. 1'1 ' 0 • O. • 0 :..1L: —..--.------ .... - -. --- -. 20,576 6,426 16,063 : 22,488 System 1 AHU-1 Load Totals: LCheck Figures Supply CFM: 730 CFM Per Square ft.: 0.902 Square ft. of Room Area: 810 Volume (ft3) of Cond. Space: 6,479 System Loads Total Heating Required Including Ventilation Air: 20,576 Btuh 20.576 MBH Total Sensible Gain: 16,063 Btuh 71 % Total Latent Gain: 6,426 Btuh 29 % Total Cooling Required Including Ventilation Air: 22,488 Btuh [ Notes 1 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\LOAD CAL.rh9 Thursday, February 11, 2016, 5:33 PM Rhvac - Residential & Light Commercial HVAC Loads LAAN Group Miami, FL 33175 Elite Software Development, Inc. Residence Remodeling (Exact Change Out) Page 4 System 2 AHU-2 Summary Loads Component Area Sen Lat Sen -total Description Quan Loss Gain Gain Gain A-CM-0: Glazing -Single pane operable window or sliding 79.1 2,373 0 5,155 5,155 door, u-value 1, SHGC 0.5 A-CM-0: Glazing -Single pane operable window or sliding 42.7 1,280 0 1,176 1,176 door, external shade screen coefficient of 0.35 and 100% coverage, u-value 1, SHGC 0.5 11 D: Door -Wood - Solid Core 42 492 0 524 524 13AB-flocs: Wall -Block, no blanket or board insulation, 742.9 5,750 0 4,485 • 4,485 open core, siding finish .... 16E-19: Roof/Ceiling-Under Attic with Insulation on Attic 809.8 1,190 ' • 0' : 1,230 . 1,230. Floor (also use for Knee Walls and Partition ' • •' • •• Ceilings), Vented Attic, No Radiant Barrier, Light Tile, • Slate or Concrete, R-19 insulation • • • • • • • • • • - _- .•__. • - Subtotals for structure: 11,085 ' Ilf • 12,5,6' 12=1. People: 4 t •: :mile. 17Etra Equipment: 4L0'0d' ' O. r,'tm2' Lighting: 0 • • • 8 �a Ductwork: 3,897 946 ' 14E9%• . ' Infiltration: Winter CFM: 0, Summer CFM: 0 0 • 0 • 0 . • • •G. Ventilation: Winter CFM: 20, Summer CFM: 20 660 785 •n4.: 1,159 • System 2 AHU-2 Load Totals: 15,641 6,551 17,353 23,905 Check Figures Supply CFM: 772 CFM Per Square ft.: 0.953 Square ft. of Room Area: 810 Volume (ft') of Cond. Space: 6,479 LSystem Loads Total Heating Required Including Ventilation Air: 15,641 Btuh Total Sensible Gain: 17,353 Btuh Total Latent Gain: 6,551 Btuh Total Cooling Required Including Ventilation Air: 23,905 Btuh 15.641 MBH 73 % 27 % Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\LOAD CAL.rh9 Thursday, February 11, 2016, 5:33 PM Rhwac-Remidential &UQht Commercial HVACLoads bAANGmup kxiami.FC 33175 System I Room Load Summary Elite Software Development, Inc. Residence Remodeling (Exact Change Out) Page 5 Ht6 Min Ruh Run Cig cig KAin' -- Romn Area Sans Htg Duct Duct Sens Lat Clg Sys No Name _ . _ 8F Btuh CR0 Size &el Btuh Btuh CFK8 CFK0 --Zone1-- 1 1ot Floor 010 20.576 267 6-7 455 18.063 6.605 730 730 Residence (Typical) _ Duct Latent 821 � System I total 810 3O.5�G_ �2G7 __ ___� _ _ 16.U83_° G�2G ° °�SD ,73U System 1 Main Trunk Size: 10x14 in. 751 ft./min "°°° °°°°~ ° ~° ° °°= ° °° °° ° C:\—\LOAOCAL.rhS Thurmday, February 11.2O16.5:33PM Rhvac - Residential & Light Commercial HVAC Loads LAAN Group- Miami, FL 33175 System 2 Room Load Summary 1�r Elite Software Development, Inc. Residence Remodeling (Exact Change Out) Page 6 Room No Name ---Zone 1--- Htg Min Run Run - Clg CIg Min Act Area Sens Htg Duct Duct Sens Lat CIg Sys SF Btuh CFM Size Vel Btuh Btuh CFM CFM 2 2nd Floor 810 14,982 195 7-6 562 16,979 4,820 772 772 Residence (Typical) Ventilation 660 Duct Latent System 2 total 810 15,641 195 System 2 Main Trunk Size: 10x15 in. Velocity: 741 ft./min Loss per 100 ft.: 0.098 in.wg 374 785 946 ••••• • • 17,353 •••9,5¢1 .."7/2 •`i`e• . .... .... . . . . . . .. . . . . ..• .. . • .. • . . • • • • a • • • • ••• • •.•• • • • • • C:\ ...\LOAD CAL.rh9 Thursday, February 11, 2016, 5:33 PM 42" High Aluminum Guardrail POST EMBEDMENT INTO CONCRETE Post Height Post load Post Embedded into concrete — a - a = P2 - H= P= he, = Luis Oscar de la Hoz Olivera, P.E. 73932 Tadeos Engineering LLC, CA# 31229 14750 NW 77th Ct., Suite 205 Miami Lakes, FL33016 42 in 200 Ibs 4 in 2xhe12+3xHxhef 3xhef+6xH 2.03 in Pxa2 hex (2xa-he) P2= 3400.8 Ibs "P, = P2 - P = 3200.8 Ibs Checking M, = P x (H + a) = 733.8 Ibs-ft M2 = P2 x (2/3) x a + P, x (2/3) x (he, - a) M2 = 733.8 Ibs-ft P2u = 1.68 x P2 = 5441.2 Ibs CONCRETE BREAKOUT STRENGHT OF ANCHOR IN SHEAR Distance center to edge Slab thickness— Concrete Strenght c, = h= f'c = AVa=4.5xc,2= A,,,=3xc,x1.5xc1= An=3xclxh= Av = min (Ao, Ai2) = 4 in 6 in 3000 lb/in2 72 in2 72 in2 72 in2 72 in2 T8= 1 ACI Apendix D `Y,= 1.4 Diameter do = 3 in Load bearing length le = 5 in (le = he,) Vb = 7 x (Ie /d0)o.2 x (d0)112 x (f'e)112 x c1 1.5 Vb = 5884.09 Ibs •Vcb = 0.75 x (Ay/kJ X 416 X P1 x Vb P2u = 6178.3 Ibs 5441.2 Ibs +Vcb > P2u OK 9220 Biscayne Blvd, Miami Shores, FL 33138 Aluminum Guardrail Date: 6/6/2018 P2 P •• •• • • • • • it • • • • • • • • • • •• • ••• • • • • • • • • • •• 0 • 1•••• • • • P 1• • •••• • •• • • • • • • • •• • • • • • • • • • • • • • • • •c•••• • • • • • •• • • • • •• • • • • • • •• • h 42" High Aluminum Guardrail Post Maximum span = 3 ' 6 " # Spans = 1 Concentrated Load at Free End P = 200 Ibs L = 42 inches Luis Oscar de la Hoz Olivera, P.E. 73932 Tadeos Engineering LLC, CA# 31229 14750 NW 77th Ct., Suite 205 Miami Lakes, FL 33016 P • • • • . •• • • •••• •••• ••• • • • •• • •••• • • Cantilevered Beam ' •••• • • Concentrated Load at Free Wm, o • • •• • • • M= P x L Moment from Table 3-23. Shears, Moments, and Deflections.(22.Cantilevered Beam-cQr}tgeated Ldtd 9t.rRe End) M= P x L = 8,400.00 Ibs-inches . • • • • •• • M= 8,400.00 Ibs-inches fb from Table 2-19 w page VI-52 . Allowable stresses for building -Type Structures (Welded). Part VI Design Aids. Aluminum Design Manual 2010 Aluminum Alloy' 6061-T6 Flexure Elements in flexure Section F.8.1.2, F.4.1 fb = 11.8 ksi fb = 11,800.00 psi S feq = M/ fb = 0.7119 inch3 Designation RT 2 x 2 x 1/4=2 x 2 x 0.25 B = 2 inches H = 2 inches b = 1 1/2 inches h = 1 1/2 inches t = 1/4 inches SX Sy = (BxH2/6)-(bxh3/6xH) SX,Sy = 0.9115 inch3 > 0.7119 inch3 =Sfeq OK 9220 Biscayne Blvd, Miami Shores, FL 33138 Aluminum Guardrail • • • • • •• • • • • • • •• • • • • • • •• • 42" High Aluminum Guardrail Picket Maximum span = 4 ' 0 " # Spans = 1 Picket @ = 4 " # picket in 1 feet 2 = 3 Concentrated Load at Center P= Area = Pin lfeet2= P for 1 picket = L= Luis Oscar de la Hoz Olivera, P.E. 73932 Tadeos Engineering LLC, CA# 31229 14750 NW 77th Ct., Suite 205 Miami Lakes, FL 33016 k P I :..0. L • ' •• Beam Fixed at both E'rids Concentrated Load at $,tr • • • •• .••• • • •••• • ••• • • • • • • • • • • • • • • • • •• • • • • • •• • • •. • • • • • • • • •• • •• •• • • M= (P x L )/8 Moment from Table 3-23. Shears, Moments, and Deflections.(16.Beam Fixed at Both Ends -Concentrated Loadat Center) 50 Ibs/ feet 2 1 feet 2 50 Ibs 16.67 Ibs 48.0 inches M= (P x L )/8 = 100.00 Ibs-inches M= 100.00 Ibs-inches fb from Table 2-19 w page VI-52 . Allowable stresses for building -Type Structures (Welded). Part VI Design Aids. Aluminum Design Manual 2010 Aluminum Alloy 6061-T6 Flexure Elements in flexure Section F.8.1.2, F.4.1 fb = 11.8 ksi fb = 11,800.00 psi S feq = M/fb = 0.0085 inch3 Designation RT 3/4 x 3/4 x 1/16 = 0.75 x 0.75 x 0.0625 B = 3/4 inches H = 3/4 inches b = 5/8 inches h = 5/8 inches t= 1/16 inches S x S v= (B x H2/6) -(b x h3/6 x H) S x S = 0.0364 inch3 > 0.0085 inch3 = S feq OK v 9220 Biscayne Blvd, Miami Shores, FL 33138 Aluminum Guardrail 42" High Aluminum Guardrail Top Rail Maximum span = 4 ' # Spans = 1 Option 1: Concentrated Load at Center P = 200 Ibs L = 48 inches Luis Oscar de la Hoz Olivera, P.E. 73932 Tadeos Engineering LLC, CA# 31229 14750 NW 77th Ct., Suite 205 Miami Lakes, FL 33016 0' A } 11114111,11, Continuous Beams Concentrated Loud at Center k L I- L•••• • • •••• • Gontyuous Beams APormlygtnstributectd6R • •• M= 0.187 x P x L Moment from Table 3-22 c. Continuous Beams.Moments and Shear Coefficients -Equals Spans, Equally Loaded • M= 0.187 x P x L = 1,795.20 Ibs-inches • • • Option 2: Uniformly Distributed Load • •• •• •• • • • • • W= 501bs/ft • •••••• • W = 4.17 Ibs/ inches ••• • L= 48 inches • • • • • •• •• • •• • •• M= 0.125 x W x L2 Moment from Table 3-22 c. Continuous Beams.Moments and Shear Coefficients -Equals Spans, Equally Loaded M= 0.125 x W x L2 = 1,200.00 Ibs-inches Take the biggest Moment between these two options. M= 1,795.20 lbs-inches fb from Table 2-19 w page VI-52 . Allowable stresses for building -Type Structures (Welded). Part VI Design Aids. Aluminum Design Manual 2010 Aluminum Alloy 6061-T6 Flexure Elements in flexure Section F.8.1.2, F.4.1 fb = 11.8 ksi fb = 11,800.00 psi 5 feq = M/fb = 0.1521 inch3 Designation RT3x2x1/8=3x2x0.125 B = 3 inches H = 2 inches b = 2.750 inches h = 1.750 inches t = 1/8 inches $, = (B x H2/6) -(b x h3/6 x H) S, = 0.7718 inch' > 0.1521 inch3 = S reQ OK 9220 Biscayne Blvd, Miami Shores, FL 33138 Aluminum Guardrail •• • • • • • •• • • • • • • • • • •• • •• • • • • • • • • • CALCULATIONS FOR Aluminum Guardrail 9220 Biscayne Blvd, Miami Shores, FL 33138 Submitted to: Miami Shores Village Building Department STRUCTURAL RE. E' APPROVED...._ DATE - INDEX i • • • • • • •• • • •••• • • •••• •• •• • • • • • • • • • •• • •. • • • • •••• ••• • •• •: • • • •• • • • • • • •• • • • • •• • • • • ••• • Prepared by: Luis Oscar de la Hoz Olivera, P.E. 73932 Tadeos Engineering LLC, CA# 31229 14750 NW 77th Ct., Suite 205 Miami Lakes, FL 33016 ITEM PAGE I. 42" High Aluminum Guardrail 1-4 • • • • • .: • • • • BUILDING PERMIT CATEGORIES CATEGORY DESCRIPTION PERMIT TYPE BUILDING 01 GENERAL BUILDING -COMMERCIAL MBLD 02 SUB -GENERAL BUILDING -RESIDENTIAL MBLD 08 CANVAS AWNING MBLD 10 COMMUNICATION TOWER MBLD 15 DEMOLITION MBLD 29 METAL AWNING & STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 51 MURAL SIGNS (NON -ELECTRICAL) MBLD 55 SWIMMING POOL MBLD 56 TENNIS COURTS (SURFACE PAVING) MBLD 86 TRAILER TIE DOWN MBLD 88 WALK-IN COOLER MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES (ASPHALT, FIBERGLASS) MBLD 96 SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) MBLD 97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD 0111 SITE PLAN MBLD 0112 INDOOR EVENT/EXHIBIT MBLD ELECTRICAL 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE 40 BUILDING PUBLIC RADIO ENHANCEMENT SYSTEM MELE PLUMBING 0020 SEWER CONNECTION TO PUBLIC SYSTEM (THIS CATEGORY IS USED WHEN NO BUILDING PERMIT EXIST) MPLU 0024 INTERCEPTOR/GREASE TRAPS (REPLACEMENT OR INSTALLATION THAT IS NOT PART OF A BUILDING PERMIT) MPLU LPGX 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS/STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS/PUMPS & POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE NOTE: ALL SHEETS MUST BE REVIEWED MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street (Coral Way) • Miami, Florida 33175-2474 • (786) 315-2000 7-1 5 I5 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE MaOI$Ol57 1, AND/OR ENVIRONMENTAL SERVICES PROVIDE MUNICIPAL PROCESS NUMBER HERE CC 1 (, _ SS (, LOCATION OF IMPROVEMENTS Job Address 210 (6 i Scz 0 c �` V CONTRACTOR INFORMATION Contractor No. CG C S2. CO 3 `4- Last four (4) digits of Qualifier No. y Folio i [ %Zc, p IL-( (Li �0 Contractor Name ersn �u; j l c\C'S 1 Lot 3 ' 4 Block (0 3 Qualifier Name is kiy.., 02csz�)0 Subdivision !3‘'a,,.,; ores Seca PBpg Address. 2-Orb • S-Skcrc Dc Metes and bounds City i'ti + 1zcState 1Zip S3`-f l TYPE OF IM''ROV€MENTS [ 1 New Construction on Vacant Land [ ] Alteration Interior Alteration Exterior [ ] Relocation of Structure [ ] Enclosure [ ]Repair [ ] Repair Due to Fire [ ] Demolish [ ]Shell Only [ ] Addition Attached [ ] Addition Detached [ ] Re -Roof [ ] Foundation Only [ ]Tent Current use of property NIULtiCz r 1 11 Description of Work BJe c..i 2.zi i nc, . 1/ �,} �.7' �/'��P 2f r Sq. Ft. Units ? Floors 2- `` Value of Work (h. Dap- -- PERMIT TYPE pC] MBLD* ©� Category REVIEW STATUS [ ] Chg. Contractor [ ] Re -Issue [ ] Re -Stamp [ ] Revision [ ] Not Applicable for Fire OWNER'S NAME Owner "'IZZo ?,isczyc,e LL Address l 1 to 3c:cVe-1 ( aJe . [ ] MELE City 1- 2.M i State F ( Zip 37131 [ ] MPLU Phone 'RC, -- o3 -q Do-L. [ ] MLPG Last four (4) digits of Owner's Social Security No. [ ] MMEC [ ] FIRE PERSON TO PICK UP PLANS ARCHITECT / ENGINEER Owner Name l`"ip N \ 042_2 i S Address Address Q.D ►'- Z- 8 `k' �. I I O 3 City State Zip City /1'i State R Zip �j3 i 3 b Phone Phone `30�— 46 6 -- (<7 0 / FIRE SPECIAL REQUEST PLAN REVIEW (SRI) lam requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible. There is a minimum charge of one -hour. Please contact the Fire Department for current rate. 1st Request: Date: 2nd Request: Date: 3rd Request: Date: If the applicant is a known named violator with: unpaid civil penalties; unpaid administrative costs of hearing; unpaid County investigative, enforcement, testing, or monitoring costs; or unpaid liens, any or all of which are owed to Miami -Dade County pursuant to the provisions of the Code of Miami -Dade County, Florida, a hold on the review may be placed on this application. 123 01-192 5/17 CO CC, ,1 11 ;(.. oyI - A. 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 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: Description: INTERIOR RENOVATION 9220 BISCAYNE BLVD Miami Shores, FL If the building is located in a special flood hazard area documentation of the as -built lowest floor elevation or lowest horizontal structural member has been provided and is retained in the records of Miami Shores Village. This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the varjous ordinances of the jurisdiction regulating building construction or use. Not Transferable POST IN A CONSPICUOUS PLACE INSPECTION RECORD POST ON SITE Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit NO. CC-3-16-556 Pumilt TypeCommercial Construct on Work Classification: Aiteratc,..n issue Date: 4/7/2017 Expire 10/04i2017 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bIdg.miarnishoresvillage.corn/cara REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30P1V1 FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. MONNINIMIMIM Commercial Construction Parcel #1132060141460 Owner's Name: Job Address: 9220 BISCAYNE Boulevard Miami Shores, Ft Bond Number: Contractor(s) THE NARSHA GROUP, LLC ,4y04,ceffeAt.,4401,4,A, Phone Primar'Y. Contractor - (786)728-4495 Yes f-g-voinhl --ef faLe //* Owner's Phone (786)703-7)02 Total Square Feet: 6372 Total Job Valuation: $ 250,000.00 WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:00AM - 7:OOPM. SATURDAY 8:OOAM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPETTIONS ARE DONE MONDAY THROUGH FRIDAY. 7 1/1" 14WI ^-1 15/telt Cedtt,Iv 160); 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 ,.oA,,i I O1ty 1l /I 44-1' I NSPECTION RECORD Columns (1st ift) Columns (2nd Lift) Tie Beam Truss/Fafters Roof Sheathing Bucks Win dows/Doors Interior Framing Insulation n Ceiling Grid Drywall tire Lad)Y Pool Steel Pool Deck Final Pool Final Felice Screen [ nciosure Driveway y [Drivewcy Base Tin Cap F:,,,; ir. Progress Mop in `7rogress Final Roof Shutter; Attachment Final Shatters Rails anc Guardrails 11 ADA compliance MfM/ FINAL .'ati''ll111 DOCUMENT f Soil Beafng Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS `I ; (q IdK a� ZONING, INSPECTION DATE INSP Zoning Final ZONING COMMENTS ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Celli ou1li` Rugh Te ephone Roug Telephone Fin TV RougY TV Final 7/ Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough � Fire Alarm Final ��r �/ Service Work With '�'— FINAL div. TAM ELECTRICAL COMMENTS UM M', l wry Z ' r .L�i FesArai/ } PLUMBING INSPECTION DATE INSP Rough / if -11f, Water Service 2nd Rough +f . Top Out r Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor =— Interceptor C CatchchBasins Condensate Drains =_ HRS Final FINAL MIENESIN PLUMBING COMMENTS '.I srs . CIEWTSIEWARPSENCI MECHANICAL INSPECTION DATE INSP Underground Pipe isI i► ITEL Rough 00 ii (�ME Ventilation Rough 1111111111111111 Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum 44 i FINAL NITAINIMINIM- • ��0 .+/T.1,.31 it t+. -frA i111111.111.11.1111111111,111 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. OMB No. 1660-0008 Expiration Date: November 30, 2018 15-003762-2EC 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 9220 BISCAYNE, LLC Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 9220 BISCAYNE BOULEVARD Company NAIC Number: City State ZIP Code MIAMI SHORES FLORIDA 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 3 AND 4, BLOCK 63, OF MIAMI SHORES SECTION NO.3, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 37, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. A4. Building Use (e.g., A5. Latitude/Longitude: A6. Attach at least A7. Building Diagram A8. For a building with a) Square footage b) Number of permanent c) Total net area d) Engineered A9. For a building with a) Square footage b) Number of permanent c) Total net area d) Engineered Residential, Non -Residential, Addition, Lat. 25°51'37.34 N Long. 8o°10'57.24 Accessory, etc.) RESIDENTIAL w Horizontal Datum: obtain flood insurance. 1.0 foot above adjacent above adjacent grade ❑ NAD 1927 grade N/A x NAD 1983 is 2 photographs of the building if the Number g Certificate is being used to sq ft a crawlspace of crawlspace flood of flood openings flood openings? an attached of attached flood of flood openings flood'openings? or enclosure(s): or enclosure(s) 1,630 openings in the crawlspace in A8.b 2,305 sq or enclosure(s) within in sq ft within 1.0 foot sq in ❑ Yes i7 No garage: garage N/A openings in the attached garage in A9.b N/A ❑ Yes r3 No `. . SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name'&Community Number VILLAGE OF MIAMI SHORES 120652 B2. County Name MIAMI-DADE B3. State FLORIDA B4. Map/Panel Number 12086C - 0306 B5. Suffix L B6. FIRM Index Date 9/11/2009 B7. FIRM Panel Effective/ Revised Date 09/11/09 B8. Flood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use Base Flood Depth) N/A B10. Indicate the source_of ❑ FIS Profile B11. Indicate elevation B12. 'Is the building Designation Date: the Base Flood Elevation (BFE) ❑ Community Determined for BFE in Item B9: Coastal Barrier Resources ❑ CBRS data or base flood depth entered in Item B9: ❑ Other/Source: 13 FIRM datum used located in a 1929 ❑ NAVD 1988 ❑ Other/Source: (CBRS) area or Otherwise Protected ❑ OPA [3 NGVD System Area (OPA)? ❑ Yes x No FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 .a ELEVATION CERTIFICATE OMB No. 1660-0008 15-003762-2EC 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. 9220 BISCAYNE BOULEVARD Policy Number: City 1 State ZIP Code MIAMI SHORES FLORIDA 33138 Company NAIC Number SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* *A new Elevation Certificate will be required when -construction of the building is complete. C2. Elevations — Zones A1—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, Benchmark Utilized: MIAMI DADE COUNTY ; A-400 ; 14.75 Vertical Datum: NGVD 1929 f7 Finished Construction AR/AH, AR/AO. enter meters. Indicate x elevation datum used for the elevations in items a) through h) below. NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check a) Top of bottom floor (including basement, crawlspace; or enclosure floor) 11. 40 x the measurement used. feet ❑ meters b) Top of the next higher floor 14 00 li feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A • feet ❑ meters d) Attached garage (top of slab) N/A x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 13 38 x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 11. 28 x feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 11. 75 x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A. 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 I certify that the information on this Certificate represents my best efforts to interpret the data 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? ❑ Yes I by law to certify elevation information. available. I nderstand that any false No • heck here if attachments. Certifier's Name License Number JOHN IBARRA 5204 1j1� 1.Bitj� ic �'"---3 qj:•.9 lb i (i `NO:. 52Q4 k O `-1 STATE Old } a, `� '•` F `r,ytiq L. LAWS ' • . �__ - LB#7806 Title PROFESSIONAL LAND SURVEYOR Company Name JOHN IBARRA &ASSOCIATES, INC Address 777 NW 72 AVE # 125 City MIAMI I\ , State ZIP Code FLORIDA 33126 Signature! i J Date Telephone .12/6/2018 12/6/2018 P: (305)262-0400 CENTERLINE ROAD ELEVATION: 10.53 FEET Copy all a es of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comme DATUM OF (including type of equipment and location, per C2(e), if applicable) CROWN OF ROAD ELEVATION = 10.53 FEET; NOTE: C2.E = A/C PAD .LOCATED ON THE SOUTH SIDE OF THE DWELLING; SECOND FLOOR ELEVATION =22.50 FEET; LATITUDE AND LONGITUDE DETERMINED BY USING GPS; ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL 1929; MIAMI-DADE COUNTY BENCHMARK#A400; ELEVATION IS 14.75 FEET OF N.G.V.D. OF 1929. NE 91 ST & BISCAYNE BLVD. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 15-003762-2EC 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. 9220 BISCAYNE BOULEVARD Policy Number: City State ZIP Code MIAMI SHORES FLORIDA 33138 Company NAIC Number 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 complete Sections A, B,and C. For Items El—E4, use natural grade, if available. Check the measurement enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, LOMA or LOMR-F request, used. In Puerto Rico only, the elevation is above or below ❑ above or ❑ below the HAG. ❑ above or ❑ below the LAG. 9 (see pages 1-2 of Instructions), ❑ above or ❑ below the HAG. ❑ above or ❑ below the HAG. ❑ above or ❑ below the HAG. with the community's certify this information in Section G. crawlspace, or enclosure) is x feet ❑ meters b) Top of bottom floor (including basement, crawlspace, or enclosure) is x feet ❑ meters E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or the next higher floor (elevation C2.b in the diagrams) of the building is Ii feet ❑ meters E3. Attached garage (top of slab) is x feet ❑ meters E4. Top of platform of machinery and/or equipment servicing the building is x feet ❑ meters E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must 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 Address City State ZIP Code 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 15-003762-2EC 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. 9220 BISCAYNE BOULEVARD Policy Number: City State ZIP Code MIAMI SHORES FLORIDA 33138 Company NAIC Number 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 A0. 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: ❑ G8. Elevation of as -built lowest floor (including of the building: G9. BFE or (in Zone AO) depth of flooding at the G10. Community's design flood elevation: New Construction ❑ Substantial Improvement basement) ❑ feet ❑ feet ❑ feet ❑ meters Datum building site: ❑ meters Datum ❑ 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 BUILDING PHOTOGRAPHS See Instructions for Item A6. 15-003762-2EC 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. 9220 BISCAYNE BOULEVARD Policy Number: City State ZIP Code MIAMI SHORES FLORIDA 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. , , IF t. XJ• .y t.. -.a x s Rear View sim Front View Front View Date: 12/7/2018 Rearview Date: 12/7/2018 M ._...'\: „.III=� • Left 'k Right Side View �.� Side View Right Side View: 12/7/2018 Left Side View: 12/7/2018 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS Continuation Page 15-003762-2EC 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. 9220 BISCAYNE BOULEVARD Policy Number: City State ZIP Code MIAMI SHORES FLORIDA 33138 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. Photo One Photo Two Photo Three Photo Four FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 Notice of Preventive Treatments for Termites (As required by Florida Building Code (FBV) 104.2.6) Krypton Pest Control Co. 2215 West 78 Street, Hialeah, FL 33016 Dade: (305) 828-2999 / Broward: (954) 779-1535 9220 BISCAYNE BLVD.,MIAMI SHORES,FL 33138 Address of Treatment or Lot/Block of Treatment 12/01/18 9:30 A.M. RAUL RODRIGUEZ Date Time Applicator CYPER TC Product used CYPERMETHRIN 638 GALLONS Chemical Used (active ingredient) Number of Gallons Applied 0.25% 6.372SF. - Area Treated (Square feet) Linear Feet treated Percent Concentration ADJOINING SLAB Stage of Trealrnent (Horizontal, Vertical, Adjoining Slab, Retreat of Disturbed Area) As per 104.2.6 If soil chemical barrier method for termite prevention is used, final exterior treatment shall be Completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line MIAMF Miami -Dade County Building Department 11805 S.W. 26 Street, Miami, FL 33175-2474 www.miamidade.gov/building COUNTY ENERGY, SOUND AND IMPACT CERTIFICATE Building Permit No: CC '1 Project Name: Job Address: 5 'i �ts�� cAsz_ STATEMENT OF COMPLIANCE We, the undersigned, hereby certify that the ENERGY, SOUND AND IMPACT INSULATION has been installed in the above referenced project, in compliance with the latest edition of the FLORIDA BUILDING CODE, the APPROVED ENERGY CALCULATIONS and Plans and in accordance with good construction practice. The insulation furnished and installed has the characteristics shown below: (check only applicable boxes). die) Exterior CBS Walls Insulation: R- .� (Min.): Material: \iGfpor , rl \t_` -A-P) `L C • 1 Thickness: ©6 5inch (es): D nsity: lb/ft: Mfgr: ❑ 2) Exterior Frame/Metal Stud Walls: R- (Min.): Material: Thickness: inch (es): Density: lb/ft: Mfgr: ❑ 3) Exterior solid concrete walls: R- (Min.): Material: Thickness: inch (es): Density: lb/ft: Mfgr: ❑ 4) Interior walls separating A/C from non A/C spaces insulation: R- (Min.) Material: ; Thickness: inch (es); Density: lb/ft ❑ 5) MULTI -FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON (Party) walls to two separate conditioned tenancies shall be insulated to a minimum of R-11 for frame walls, and to R-3 on both sides of common masonry walls See ENERGY CODE, 2007, paragraph 13-602. ABC.1.1, on page 13.74, latest edition. These "minimum levels of insulation", are not included in the Energy Calculations, but shall be installed in the field. ❑ 6) Ceiling insulation R- ' 0 (Min.); Material: CaNA. /Lt 11` - Thickness: > 5 inch (es): Density: lb/ft: Mfgr: J t'7) Walls, partitions and floor/ceiling assemblies between dwelling units or between dwelling units and adjacent public or service areas such as halls, corridors, stairs, etc. must have a sound transmission class (STC) of not less than 50 (penetrations must maintain the required rating). ❑ 8) Floor/ceiling assemblies between dwelling units or between dwelling units and public or service areas such as halls, corridors, stairs, etc. must have an impact insulation class (IIC) rating of not less than 50. Make photocopies of this sheet in your office, as required for future job Installed by: AO e rcto (- Q J (1 C.. tribulation Company Name Ins$la�iti Contractor Signature Insulation Contractor CC# Date Certified: // O.C./Builder: Company Name G. lder's Signature Building Contractor CC#:G&(sDate Certified: 12 t l\ ( 13 Note: For lightweight Insulating concrete, use appropriate forms, separate from this one. Revised 02-26-2009