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RC-15-2299 • !Stop ,U• � I�K. � t '� �� '' y'• _� - n f ' �.`r.•t `C4 .Jy,,.. '-' �:^�..�. t: o.`� '• 1 Certificate of Completion :: w Miami Shores Village ; 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305-795-2204 Fax: 305-756-8972 � ,- A M t ` Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in 5- compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: .y 'M Permit Type RESIDENTIAL CONSTRUCTION Bldg. Permit No. RC-9-15-2299 w; - Owner THOMAS TELESCO JR. Contractor TELESCO CONSTRUCTION COMPANY V a' l Subdivision/Project NONE Date Issued 04/10/2017 Occupancy r Construction Type V-B Load N/A Occupancy y Square Footage 900 Type R-3 Description of INTERIOR RENOVATION Applicable 2014 FLORIDA BUILDING Work Code Location x 'y 64 NW 99 ST _ sI l Miami Shores FL 33138 I t NOR3 Jam. , t �,; ■■ Pi_ ■■�■�� Building Officials Approval Ismael Naranjo,CBO Not Transferable ''� • } `I�L � POST IN A CONSPICUOUS PLACE ' � Y1�. � - ..�•. J, v l�•' s- .. �. ♦+va ` + ...�w._...r q�j!S^SY� '.'.`•'���5'• ti -• rI r \ _ * y � � a err � ,• I M,�S ,z �,2, I T INSPECTION RECOR6 POST ON SITE �_____ _s Perri•,lrNo. RC-9-15-2299 /M 5�i%r7t. �1� Miami Shores Village —" Perm t Type: Residential Construction S ^� 10050 N.E.2nd Avenue _ Miami Shores,FL 33138-0000 " Work Classification:Alteration Phone: (305)795-2204 Fax (305)756-8972 ) Issue Cate: 10/29/2015 04/18/2016 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.miamishoresvillage.con lcap RL.QUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. REquests must be received by 3 pm for following day inspections. Residential Construction Parcel #:1131010330060 'Owner's Name:THOMAS TELESCO JR. Owner's Phone: (305)216-6161 Job Address: 64 NW 99 Street Total Square Feet: 900 Mami Shores FL Bond Number: Total Job Valuation: $ 8,750.00 ate. .... WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM-6:0013M.NO WORK IS ALLOWED ON �ontractor(s) Phone Primary Contractor SUNDAY OR HOLIDAYS. I TELESCO CONSTRUCTION COMPP (305)216-6161 Yes BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARti DONE MONDAY THROUGH FRIDAY. NO BUILDWG _J INSPECTIONS DONE ON FRIDAY. 9 i c, _ .� ,rte �-3Kr - - A, f (0-. " •�- ry L k[rGKi is NO It_iSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVE ARE READLY AVAILABLE IT IS 'NE PERV,T APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER 'ILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL F .( ?PrI TO ALLOW INSPECTION. WWRNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF ONIMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS YOUR PROPER'L'Y. A NOTICE OF COMMENCEMENT MUST BE RECORDED %%A► 50 POSTED ON THE JOB SITE BEFORE THE FIRST• INSPECTION. IF YOU 1A11 =ND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD STRUCTURAL ZONING PLUMBING " INSPECTION ATEI S INSPECTION DATE INSP INSPECTION - DATE INSP " Foundation Zoning Final Stemwall ZONING COMMENTS Rough Slab Water S rvic Columns(1st Lift) 2nd Rough Columns(2nd Lift) Top Out Tie Beam Fire Sprinklers Truss/Rafters/?/ iL jj Septic Tank Roof Sheathing Bucks Sewer Hook-up Roof Drains Windows/Doors ELECTRICAL Gas Interior Framing Gas DATE .INSP LP Tank Insulation Temporary Pole Weil Ceiling Grid 30 Day Temporary Lawn Sprinklers Drywall " 1 P 7ool Bonding Main Drain Firewall Pool Deck Bonding Pool Piping in g Wire Lath Pool Wet Ni Backflow Preventor Pool Steel Undergr un Interceptor Pool Deck Footer oun Catch Basins Final Pool Slab Condensate Drains Final Fence Wall Rough HRS Final Screen Enclosure Ceiling Rough Driveway _ Rough PLUMBING COMMENTS Driveway Base Telephone Rough Tin Cap Telephone Final Roof in Progress TV Rough - I Moi pin Progress TV Final M Final Roof Cable Rough I Shutters Attachment Cable Final Final Shutters Intercom Rough Rails and Guardrails Intercom Final P MECHANICAL ADA compliance Alarm Rough INSPECTION DATE INSP Alarm Final Underground Pipe DOCU ENtj Fire Alarm Rough Soil Bearing Cert Fire Alarm Final Rough • Soil Treatment Cert' Service Work With Floor Elevation Survey j1i* Ventilation Rough Reinf knit Mas Cerf ELECTRICAL COMMENTS Hood Rough Insulation Certificate y'�2E Pressure Test Spot Survey " Final Survey jJ Final Hood I Truss Certification Final Ventilation j Final Pool Heater - STRUCTURAL-COMMENTS Final Vacuum �� INSPECTION V DATE INSP MECHANICAL C M TS Final Sprinkler Final Alarm 1 Oct.08/RV 8/31/09 S�IURBs JL .�L Z. 1 11IC.1931 Come �t 9991 � Miami shores Village o Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Name: (tel 6-Ti K-a Fax: (305) 756.8972 Permit # 1-C.cS ,9 Email: C+iQ_t5To,_p Phone # CERTIFICATE OF OCCUPANCYICOMPLETION CHECK LIST uildin permit card. 9 ❑ Surveys (2 copies) Final as built- Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. ❑ Certificate of Elevation—(Sealed by surveyor), Expiration date required on the form. ❑ Certificate of Insulation. ❑ Certificate of Soil Treatment(Final treatment-original)\ CHAPTER 2913-5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." ❑ Health Department Approval Letter(On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. ❑ Soil Compaction Letter(Density report is required) ❑ Final certification letter from the Engineer/Architect (on masonry, trusses, special structure, etc) ❑ Backflow preventor certificate (Required on commercial projects only) ❑ Declaration of use. (Recorded in Miami-Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO$150.00 • Residential CC $50.00 • Commercial CO and CC $200.00 Permit IVO. RC-9-15-2299 Miami Shores Village -91 Type: Residential Construction 10050 N.E.2nd Avenue NWPell ri ' Worts Classification:Alteration Miami Shores,FL 33138-0000 Permit Status:APPROVED a�F ` Phone: (305)795 2204 alai Issue Date: 10/21/2015 Expiration: 04/18/2016 Project Address Parcel Number Applicant 64 NW 99 Street 1131010330060 THOMAS TELESCO JR. Miami Shores, FL Block: Lot: Owner Information Address Phone Cell THOMAS TELESCO JR. 64 NW 99 Street (305)216-6161 MIAMI SHORES FL 33150- 64 NW 99 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 8,750.00 TELESCO CONSTRUCTION COMPAN' (305)216-6161 Total Sq Feet: 900 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved: : In Review Final Date Denied: Review Plumbing Type of Construction: REPLACE KITCHEN CABINETS,RE Occupancy: Review Plumbing Stories: Exterior: Review Mechanical Front Setback: Rear Setback: Review Electrical Left Setback: Right Setback: Review Building Bedrooms: Bathrooms: Review Building Plans Submitted:Yes Certificate Status: Review Building Certificate Date: Additional Info: Review Structural Bond Return: Classification:Residential Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $5.40 Invoice# RC-9-15-57031 DBPR Fee $3.94 09/10/2015 Check#: 11262 $50.00 $366.78 DCA Fee $3.94 Education Surcharge $1.80 10/21/2015 Check#: 1238 $366.78 $0.00 Permit Fee $262.50 Plan Review Fee(Engineer) $120.00 Scanning Fee $12.00 Technology Fee $7.20 Total: $416.78 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated. i ¢-- October 21, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy October 21, 2015 1 1 f R �+ 1'R STRUCTURAL GROUP April 19th 2016 CITY OF MIAMI SHORES Building Department 10050 N.E. 2nd Avenue, Miami Shores,FL.33138 RE: 64 N.W.99th Street Miami Shores,FL.33138 MASTER BUILDING PERMIT RC-9-15-2299 Dear Building Official: Please be advised that we have conducted the structural inspections of the property located at 64 NW 99TH Street,Miami Shores, Master Building Permit Number RC-9-15-2299. The inspections were based on the structural drawings prepared by this office and have found the work completed to be in compliance with the Permit Set of drawings and the requirements of the Florida Building Code to the best of my professional knowledge and belief. Respectfully,�pWtbd,/ Cs , 'Cci AANC 0.57585 p� APR 1 X16 J. uve,SP.h Flom 'istrAp8agn, .5.7 .el ONAL CSW STRUCTURAL GROUP 5397 Orange Drive Suite 203.,Davie,FL 33314 954-316-9001/954-316-9002(Fax) TELESCO ASSOCIATES INC. ARCHITECTS-FL. LICENSE#AA-2884 1111 I{ANE CONCOURSE,SUITE 301 BAY HARBOR ISLANDS,FL.33154 MIAMI SHORES BUILDING DEPARTMENT APRIL 20TH,2016 10050 NE 2ND AVENUE MIAMI SHORES,FL. ENGINEERING/ARCHITECTURAL APPROVAL TO: MIAMI SHORES BUILDING DEPARTMENT 10050 NE 2ND AVE. MIAMI SHORES FLORIDA RE: BUILDING PERMIT#RC-9-15-2299 GENTLEMEN; THIS OFFICE HAS INSPECTED THE JOB AT 64 NW 99TH STREET,MIAMI SHORES,FL AND FOUND IT TO HAVE BEEN BUILT ACCORDING TO THE APPROVED PLANS AND SPECIFICATIONS AS PREPARED BY THIS OFFICE. THIS BUILDING IS STRUCTURALLY DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH GOOD ENGINEERING AND ARCHITECTURAL PRACTICE AND IS IN COMPLIANCE IN ALL RESPECTS WITH LOCAL BUILDING CODE REQUIREMENTS. TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT THE APPROVED PERMIT PLANS REPRESENT THE AS-BUILT CONDITION OF THE STRUCTURAL AND ENVELOPE COMPONENTS OF THE STRUCTURE. I,THEREFORE RECOMMEND THAT APPROVAL BE GRANTED AND A FINAL CERTIFICATE OF COMPLETION BE ISSUED FOR THE ABOVE SUBJECT PREMISES. SINCERELY NORMAN PAUL,R.A.AR 92781 �?" ��MAN pq 9 p AR 92781 h 'srFRED TEL 305 866-1014 FAx 305 866-3317 - Miami Shores Village __ e Building Department SEP I 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 S FBC 201 { BUILDING Master Permit NO.�C — IS- 222-'''7 PERMIT APPLICATION Sub Permit No. (BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP / U CONTRACTOR DRAWINGS JOB ADDRESS: &Y N �/p W C / p cSkj:Z L City: Miami Shores Countv: Miami Dade Zip: ?✓- 3 �� Folio/Parcel#: d 1 —03 -OD bd Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): .'-"A=rna Phone#:3 / b Address' !0, ` : / y /V W �� n 42fe M � City: I O/t?7 % State: Zip: 3 3/SO Tenant/Lessee Name, Phone#: 3GS'3�O-]d' 5. 42 Email: -�yr�l�y 'rUewSCO Q�i'���YUGr� . Cr/rr� CONTRACTOR:Comp/any Name: I��$GO [ lc�f iG � Phone#: Address: �t ll 1� { ct�lCbcid5 ��G �G3 City: I F-fLtY�f �S�( S State: Zip: 33�A/ Qualifier Name:—Tj—,c nein TGIes'cC,0' Phone#:�3ae"u(,—&16 State Certification or Registration#: C�-C 0.�9�5'�I Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: p Zip: Value of Work for this Permit:$ O Square/Linear Footage of Work: ! 00 Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Re/place EJ Demolition Description of Work: 14 c--e k � �LK/C vt a, /b!-4 e TS / —�j4 o1. e ! 0r A rnM -2- 1- Gv n O •e/^1� c� color of color hru We: Submittal Fee$ Permit Fee$ 2 CCF$ CO/CC$ Q, Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City 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..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature (/AA 0• Signature OWNER or AG&T r CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this O�day of 0 q 20 /,or- by to day of 20 Lf by �h' s fi-Glesce- ,who is personally known to J]T,1MG4.5 G(�Sco who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: C_b� Print: Print: Mh MAR! $i;�ir i$e2 CHRISTINA MART ;�` �� Commission FF 897808 Seal: Commission#FF 897808 Seal: g' '= commission Expires ;'� _My Commission Expires My Comm '.-OFF March 12, 2018 ''�•,,a�..� March 12, 2018 **************************** ***** ************************************************************************ APPROVED BY Plans Examiner Zoning 1144� I L Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA �, 3; .• DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ` CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 "C1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 TELESCO,THOMAS J JR TELESCO CONSTRUCTION COMPANY INC 1111 KANE CONCOURSE SUITE 303 BAY HARBOR ISLANDS FL 33154 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 Y STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, ; DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. _ t PROFESSIONAL REGULATION Every day we work to improve the way we do business in order to CGC059551 ISSUED: 06/01/2014 serve you better. For information about our services,please log onto www.myfloridalicense.com. There you can find more information CERTIFIED GENERAL CONTRACTOR about our divisions and the regulations that impact you,subscribe TELESCO,THOMAS J JR to department newsletters and learn more about the Department's initiatives. TELESCO.COfVSTRUCTION COMPANY INC 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, IS CERTIFIED under the provisions of Ch 489°FS. and congratulations on your new license! Expketion date AUG 31.2016 L1406010002824 DETACH HERE RICK SCOTT, GOVERNOR _ _ KEN LAWSON,SECRETARY^ ' STATE OF FLORIDA s I DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION <,'=}'S?*rte CONSTRUCTION INDUSTRY LICENSING BOARD 4r CGC059551 The GENERAL CONTRACTOR ' $' Named below IS CERTIFIED Under the provisions of Chapter 489 FS. ` Expiration date: AUG 31, 2016 ,,TELESCO,THOMAS J,JR TELESCO CONSTRUCTION COMPANY INC ` 1111 KANE`CONCOURSE N, ;•! SUITE 303 BAY HARBOR ISLANDS FL 33154 ISSUED: 06/01/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1406010002824 008829 + - Local Business Tax Receipt Miami-Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY ' 6479109 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES TELESCO CONSTRUCTION COMPANY INC RENEWAL SEPTEMBER 30, 2015 1 1 1 1 96 ST 303 6748595 Must be displayed at place of business BAY HARBOR ISLANDS FL 33154 Pursuant to County Code Chapter 8A-Art.9&10 OWNER11 SEC.TYPE OF BUSINESS 196 GENERAL BUILDING CONTRACTOR sPAYMENT RECEIVED =TELESCO CONSTRUCTION COMPANY f f t r By TAx COLLECTOR INC CGC059551 I ( + + 1 I 845.00,09/20/2014 Wo k?r(s) 1� t + ' ; - CREDITCARD-14--038624 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, / permit,or a certification of the holders qualifications,to do business.Holder'must'comply with any governmental 1 or nongovemmentnI regulatory laws and requirements which apply to the business. 1 t 4_ The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-Dada Code Sec W-276, f I I ,,For more information,visit vvww.miamidade.aovhaxcolle02j *9044(� -J�Gck"e_ ACCiRiDDATECERTIFICATE OF LIABILITY INSURANCE 919/2015�D 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 NAMEACT Douglas MWebb-Agent Coastal Insurance Group 150 Westward Drive P"o"E .305-887-5999 Fa'L 305-887-7809 Miami Springs FL 33166-1660 EAI` -M) ESS,msantelices@coastalinsgroup.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:EVANSTON INSURANCE CO. INSURED TELES-2 INSURER B:Ma fre Insurance Co.of Fla. 34932 TELESCO CONSTRUCTION INSURERC:Association Insurance Co 11240 Tom Telesco 1111 KANE CONCOURSE#303 INSURERD: BAY HARBOR ISLAND FL 33154 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:618671232 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. INSR ADDLISUBKTYPE OF INSURANCE POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER MM/DD MM/DD LIMITS A X COMMERCIAL GENERAL LIABILITY Y Y 3006450 6/1/2015 6/1/2016 EACH OCCURRENCE $1,000,000 CLAIMS-MADE ❑X OCCUR D AMAGE TO RENT PREMISES Ea oc $100,000 cu MED EXP(Any one person) $EXCLUDED PERSONAL BADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY FIJECT PRO ❑NLOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ B AUTOMOBILE LIABILITY 4150140010049 4/18/2015 4/18/2016 COMBINED $ Ea accident 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ AUTS OWNED X AUTOSULED BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PR PE RTY DAMAG $ AUTOS (Pero accident A UMBRELLA LIAB X OCCUR MKLV20LE101769 6/2/2015 6/2/2016 EACH OCCURRENCE $1,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $1,000,000 DED I I RETENTION$ $ C WORKERS COMPENSATION WCV-0128397-03 6/15/2015 6/15/2016 PER oTH- AND EMPLOYERS'LIABILITY y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBEREXCLUDED? "/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If es,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) COMMERCIAURESIDENTIAL GENERAL CONTRACTOR- COMMERCIAL/RESIDENTIAL GENERAL CONTRACTORS: Contractor's License CG059551 CERTIFICATE HOLDER CANCELLATION 30 days SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN MIAMI SHORES VILLAGE ACCORDANCE WITH THE POLICY PROVISIONS. BUILDING DEPT. 10050 NW 2nd Ave AUTHORIZED REPRESENTATIVE Miami Shores FL 33138 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 0911012015 11:17 TAS 1 'iissss 1j1j IIo**■■ P.0011003 C_;e- ire ;If U JL Z.5 .5-D 4e5 y y e OR BYE 29642 Pss 3643-3645 Gess? RECORDED 06/04/2015 12.1321.10 DEED DOC TAX {-ir741_1.170 HARVEY RUUlhlr CLERK OF COURT Pm ane by and retiln)to: HIANI--DADC C:0UNTYr FLORIDA Carlos Del Amo Attorney at Law Carlos del Amo,P.A. 3211 Ponce de Leon Boulevard Suite 200 Coral Cables,FL 33134 305-443-7005 rile Number: 15-4839 ISpaee Ahnsv llii c Him Mir lcucording Da;al_ _« Warranty Deed This Warranty Deed made this clay of May, 2015 between Virginia M. Dunn, a widow whose post office address is 750 NW 98 Circle, Plantation, FL 33324,grantor,and Thomas J.'rciesco,.Ir.,a single man whose post office address is 64 14W 99th Street,Miami,FL 33150.grantee: (Wlnnrver cased huruirt Ilse terms. "grantor" and "gnuneu" lneludu all the punic%to this it women! and the heirs,legal represerllaliws. and assigns til' individuals,and IIIc successms uutl ndSlgas W*corponrtities,trusts and lrustuws) Witnesseth, that said grantor. for and in consideration of the stun of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said Snntee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said Branice, and grantee's heirs Incl assigns forever, the following described land. situate, lying and being in Mlami-Dade County. Florida to-wit: Lot 9 and Cast Feet of Loot 10, block 128 MIAMI SHORES SECTION 6,as recorded in flat Book 10 at Pape 39,of the Public Records of Dadc County, Florida. Grantor warrants that at the time of thbi conveyance, the subject properly is not the Grautor's homestead within the meaning set forth in the constitution or the state of Florida,nor is It contiguous to or a part of homestead property. Grantor's residence and homestead address is 750 NW 98 Circle Plantation, Florida 33324 Parcel Identification Number: 11-3103-033-0060 Subject to taxes for 2015 and subsequent years; covenants, conditions, rLstrictions, easements, reservations and limitations of record,if any. Together with all the tenements,hereditaments and apput'tentuices thereto belonging or in anywise appertaining. To Have and to Hold.the sane in fee simple forever. And the grantor hereby covenants with said grantee that the aruntor is lawfully seized of said land in lee simple; that the grantor has good right and lawful authority to sell and convey said land; Ili-it I N:gruntor hereby fully warrants the title to said land and will defend the same agninst the lawful claims of all persons whormuever: and that said land is Icee or all encumbrances,except taxes accruing subsequent to December 31,2014. In Witness Whereof,grantor has hereunto set grantor's hand and seal the day and year first above%witten. DoubleTTniw, 0911012015 11:18 TAX) P.0021003 Signed,seated find delivered in our presence: Witness Nome: �- f,� �(L Virgins M. Dunn Je+Le� W t,nems Neme:Sosr, r C Statc of Florida County ol• The f = instrument wus acknowledged before the this �� day of May. 2015 by Virginia: M. Dunn, who ( — p onfilly know or[XJ fins produced a driver's license as identificationLftblCicj(Notary Scall Nolary An I , _...- •---__..__._..__-_ Printed Name:WWWCOLFU W O MMON i EE 118212 * * EXPIRES:March 11,2018 My Commission Expires: ��+ww Bo�dThruEu6pctt+�BeNias 114rrrairly V ed-Pnge 2 DoubleTimew 002522 -• V, Cocas xBus� Ss=Ta . . _ X-�R�;CGi�It� Miami'=Dade CQkintyj Stade of,,,,fiwlda_ -, -YHISAS•NOTA WC aD9 NOTFAY` rx „641910 BfJ'b'WIiSS.NAMB/LbCATifJ!♦f, � r �' ,. ,,. " RIECEtry,vo. _ EXPIRES ' i Tfi ESC(?,'CONSRCJCtfCSN tC?MRAN1`:iNC� REAt �srsTEW, '~ r t 3 03. �. 674gS$15'` SE,ftEMBER-30, 10,16,,- BAY HARBOR LStA�tIDS.f 33754 �,; Mu6t bespjdyetl at f?iaca of buaireas Puriva'ndtoCountyCode T Cho Pw8A .Art'8b<10' OWNER' ` SEC.TYPE OF 134*!NESS s' TEKSCO CONSTRUCTION COMPANY 196 GENERAL BUICOWt+1.tdNTRA&6'R PAYMENT RECEIVU `^ INC "a CGco595 `t a -a:. 0V TAX COLLECTOR Worktr(s) i A5.00 09/09/20F5 s i ` `'r s aye `` CREDITCARD—IS-t}45007 ' Thistec�BusinessluxReceipto4ainfirmspayment adgia► aW'Busiaeaafiax.76eRecetplfanataticense +p oraim eCsoertificatieeolthebotdet iif"tion%'bodotMab"i"i PolderauaacetnplyWithkntrgaveriimenW w e►!+aeson imentalrig.watoryJews rtquiremeaRay bapptytothe buafeeae,' ;s Tbi i EEiPfN0.above must be dlap94e4an all coietneroiai vtr ittra-)yl,�aly p tela" forlaowiel Milan,viNfikww.miamidadaamrnn2pj . r � LVED SEP 10 2015 STRUCTURAL GROUP $Y; Structural Calculations Structural Calculations for: Telesco Residence 64 NW 99th street Miami Shores, FL 33150 September 4th, 2015 In accordance with the 2014 Florida Building Code Index Cover Sheet ................................................................................ 1 Calculations ................................................................................ 2-3 HILTIAdhesive Anchor ............................................................... 4-9 . . .... ...... Total: 9 Sheets ...... .... ...... .... . ..... ...... .... ..... ...... Submitted By: • ►11 i 1►r CSW STRUCTURAL GROUP ''''i�'�� FL CA #30123 : •'• :•••.: Miauve, P.E. Flo'rj -LiceT F1Q : �i �'•.,FtOR10,. �y �� ONAL 1111 CSW STRUCTURAL GROUP 5397 Orange Drive Suite 203.,Davie,FL 33314 PH:954.316.9001/FAX:954.316.9002 CSW Structural Group Title: Job'# 539,7,Orange Drive Suite 203 Dsgnr: Date: 2:28PM, 4 SEP 15 1 Dgvie Description Florida 1 Scope: 33314 Re"v. 5800% User:KW-0607042,Ver 5.8.0,1-Dec-2003 v- `Steel Beam Design Page 1 L(c)1983-2003 ENERCALC Engineering So`tware holiday inn express.ecwCalculations Description TELESCO RESIDENCE- NEW STEEL CHANNEL AT OPENING General Information Code Ref:RISC 9th ASD, 1997 UBC,2003 IBC,2003 NFPA 5000 Steel Section : C8X11.5 Fy - 36.00ksi Pinned-Pinned Load Duration Factor 1.00 Center Span 7.50 ft Bm Wt.Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL&ST Act Together Right Cant 0.00 ft Lu:Unbraced Length 0.00 ft Distributed Loads Note!Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 DL 0.375 k/ft LL 0.450 k/ft ST k/ft Start Location ft End Location ft Summary Beam OK Static Load Case Governs Stress Using:C8X11.5 section,Span=7.50ft, Fy=36.Oksi End Fixity= Pinned-Pinned, Lu=0.00ft,LDF=1.000 Actual Allowable Moment 5.881 k-ft 16.117 k-ft Max.Deflection -0.063 in fb: Bending Stress 8.670 ksi 23.760 ksi Length/DL Defl 3,083.3 : 1 fb/Fb 0.366 : 1 Length/(DL+LL Defl) 1,424.5 : 1 Shear 3.137 k 25.344 k fv:Shear Stress 1.782 ksi 14.400 ksi fv/Fv 0.124 : 1 L Force& Stress Summary <- These columns are Dead+Live Load placed as noted--» DL LL LL+ST LL LL+ST Maximum Only Center 0 Center 0 Cants A Cants Max. M+ 5.88 k-ft 2.72 5.88 k-ft Max.M- k-ft Max.M @ Left k-ft Max.M @ Right k-ft Shear @Left 3.14k 1.45 3.14 ••k•••• 0.00•• Shear @ Right 3.14 k 1.45 3.14 . . k Center Defl. -0.063 in -0.029 -0.063 -0.063 0.000.••••. 0.0110.•• ....:. Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000...;•• 0.000 in. • Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in •••••• ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000• •••• O.000•in••• • • •••. . ..... Reaction @ Left 3.14 1.45 3.14 3.14 •••••• •W 0• 0 0.0 0 Reaction @ Rt 3.14 1.45 3.14 3.14 •.0.. •.k...0 •....• Fa calc'd per Eq.E2-1,K*Ur<Cc •••... 1 Beam Passes Table 85.1,Fb per Eq.F1-1,Fb=0.66 Fy ....:. 00 0 0 000 9 CSW Structural Group Title: Job# _ 5397 Orange Drive Suite 203 Dsgnr: Date: 2:28PM, 4 SEP 15 D6vie Description: Florida Scope: 333_14 �Rev:User580008 oaz,Ver 5.8.0,1-0ec-2003 $teed Beam Design --- `__ - - Page (c)1983-2003 ENERCALC Engineering Software holiday inn express.em:Calculations Description TELESCO RESIDENCE- NEW STEEL CHANNEL AT OPENING rSection Properties C8X11.5 Depth 8.000 in Weight 11.45 #/ft Web Thick 0.220 in Ixx 32.500 in4 Width 2.260 in lyy 1.310 in4 Flange Thick 0.390 in Sxx 8.140 in3 Area 3.37 in2 Syy 0.775 in3 Xcg Dist. 0.572 in R-xx 3.110 in Values for LRFD Design.... R-yy 0.623 in J 0.130 in4 Zx 9.630 in3 CW 16.50 in6 Zy 1.570 in3 K 0.938 in . . .... ...... ...... .... ...... .... . ..... ...... .... ..... .. .. .... ...... . . . . ...... •• • • 000 • 0.6 . �k r f' . �5C-W x 4A 4 e a � One giant leap. The new Hilti HIT-HY 200 Adhesive Anchoring System is out of this world. Now you can design anchor rod and post-installed rebar connections with more productivity and reliability.Hilti Safe SetTm Technology eliminates the most load-affecting and time-consuming step in the installation process:cleaning the hole before injection of the adhesive.Inadequately cleaning holes during installation can reduce the performance of conventional chemical anchor systems significantly.Hilti Safe SetTm Technology eliminates this factor almost entirely—in both cracked or uncracked concrete and with anchor rods or post-installed rebar. Hilti proudly presents the HIT-HY 200 System. Hilti TE-CD and Anchor ( Range of(Embedment Depth TE-YD Hollow Rod or • Robe ,..r 5. i0• 15" 20" ar: Drill Bits,in ole conjunction with HIT-HY 200,make 3/8" subsequent hole . 4011 cleaning completely I unnecessary.Dust is #3 l removed by the Hilti VC 20/40 Vacuum 1/2n 11 System while drilling N4 is in progress for Wall �— more reliability and a virtually dustless working environment. See ordering information on page 5 -- -- n .. . .. The new Hilti HIT-Z • Anchor Rod with its • cone-shaped helixAW14"ll .... ...... works as a torque- . t contolledbonded ••;••; 00000 ••••• .. .. ...• •..e.• • 4 anchor.This means •. ^ ! that because of their • 1,. . . . . • 0000.. shape,HIT-Z T ;•••• Anchor Rods do not require hole cleaning for hammer- — r ..� •.. . 0*6 :•••': drilled holes in dry or water saturated concrete in base •• materials above 41 o F(50 C).The benefits are clear: t#10 n fewer steps and extremely high reliability in anchoring applications. _ HIT-Z Anchor Rods only.No cleaning required. L.-.j All anchors and rebar when used with the HIM Hollow Drill at and VC 20/40 Vacuum. See ordering information on page 4 All anchors and rebar with standard cleaning method. 2 Hilti.Inc.(USA)1-800-879.8000 1 www.Lm.bird.com I an espariol 1.800.879.5000 1 FRI(Canada)Corp.1-8W-363-4458 1 www.hilti.ca 1 Hrr-HY 200 Technical Supplement 04/13 HIT-HY 200 Adhesive Anchoring System HIT HY 200 Hybrid Features and Applications Technical Data HIT HY 200-A Adhesive and O Two great products with equal technical data HITHY 200-R 17 User-chosen working time based on Base material 14°F to 104°F 1 application suitability temperature* (-10°C to 40°C) ' ,: ;• a Compatible with HIM Safe Set'"' Diameter range 3/8"to 1-1/4" Technology when used with the TE-CD/YD Hollow Drill Bit or HIT-Z Anchor Rod t-istings/Approvais •ICC-ES(International Code Council)cracked r a Highest level of approvals in concrete for and untracked concrete-ESR-3187 untracked and cracked applications Package volume 2W3 113C' 2006 IBC` 2009 113C1 •Volume of HITHY 20011.1 fl oz/330 ml foil pack Compliant Anchor Compliant Anchor Compliant Anchor is 20.1 in' •Volume of HITHY 20016.9 fl oz/500 ml foil pack is 30.5 in' n When used with HIT-Z rod:41°F to 104°F(5°C to 40°C) iccn HITHY 200-A(Accelerated working time) HITHY 200-R(Regular working time) Working/Full Cure Time Table(Approximate) Working/Full Cure Time Table(Approximate) Base Material Temperature Base Material Temperature ,F oCt� ,F ,C t� 14...23 -10...-5 90 min 7 hrs 14...23 -10...-5 180 min 20 hrs 24...32 4-0 50 min 4 hrs 24-32 -4...0 120 min 8 hrs HIT-HY 200-A 33...41 1...5 25 min 2 hrs 33-41 1...5 60 min 4 hrs 42...50 6...10 15 min 75 min 42-50 6...10 40 min 2.5 hrs 51 ...68 11 ...20 7 min 45 min 51...68 11...20 15 min 1.5 hrs 69...86 21 ...30 4 min 30 min 69...86 21-30 9 min 1 hr 87...104 31...40 3 min 30 min 87...104 31 ...40 6 min 1 hr w IvM� HITHY 200-R Order Information:HIT-MY 200-A(Accelerated working time) Description Package Contents (sty' Item No: HR HY 200-A(11.1 fl oz/330 ml) Includes(1)foil pack with(1)mixer and 3/8"filler tube per pack 1 02022791 HITHY 200-A Master Carton(11.1 fl oz/330 ml) Includes(1)master carton containing(25)foil packs with(1)mixer and 3/8"filler tube 25 03496470 per pack HITHY 200-A Combo(11.1 fl oz/330 ml) Includes(1)master carton containing(25)foil packs with(1)mixer and 3/8"filler tube 25 03496471 per pack and(1)HDM 500 Manual Dispenser HITHY 200-A Master Carton(16.9 fl oz/500 ml) Includes(1)master carton containing(20)foil packs with(1)mixer and 3/8"filler tube 20pa• 02022792 per pack • • • • •• • 00006• HITHY 200-A Combo(16.9 fl oz/500 ml) Includes(2)master cartons containing(20)foil packs each with(1)mix&arydk3/C filler •40 • 03496472 •• tube per pack and(1)HDM 500 Manual Dispenser • • • • 0000•• 0•• HIT 0 RE-M Static Mixer For use with HIT-HY 200-A cartridges • 10 • 00337111•0. 0000•• • • 0000•• 0000 • • • • Order Information:HIT HY 200-R(Regular working time) • .... .••••• .•... Description Package Contents 0•:••: 4" •0 item NW*••• HIT-NY 200-R(11.111 oz/330 ml) Includes(1)foil pack with(1)mixer and 3/8"filler tube per pack •0 00 1*** 02022''9:5.0 • HITHY 200-R Master Carton(11.1 fl oz/330 ml) Includes(1)master carton containing(25)foil packs with(1)mixer and"''f0er3ube 25 03496597 0• per pack • • • • 000009 HITHY 200-R Combo(11.1 fl oz/330 ml) Includes(1)master carton containing(25)foil packs with(1)mixer and!:/8"fll5rjube •25 034990666*9 per pack and(1)HDM 500 manual dispenser so 0 0 0 0 0 HIT-NY HY 200-R Master Carton(16.9 fl oz/5ml) Includes(1)master carton containing(20)foil packs with(1)mixer and 3/8"filler tube 0;06 : 020220794 per pack HITHY 200-A Combo(16.9 fl o3/500 ml) Includes(2)master cartons containing(20)foil packs each with(1)mixer and 3/8"filler 40 03496599 tube per pack and(1)HDM 500 manual dispenser HITRE-M Static Mixer For use with HIT-HY 200-R cartridges 1 00337111 1 Item numbers and quantities may change. Contact Hilti for current ordering information. Hiiti,Inc.(USA)1-800-879-8000 1 www.u&hifi.com 1 an espaiiol 1.800-879.5000 1 Klti(Canada)Corp.1-800-363-4458 1 www.hilti.ca I HIT-HY 200 Technical Supplement 04/13 3 HI's'-HY 200 Adhesive Anchoring System a No cleaning required. HIT-Z Anchor Rods The new Hilti HIT-Z Anchor Rod with its cone-shaped helix works as a torque-controlled bonded anchor.This means that because of their shape,HIT-Z Anchor Rods do not require hole cleaning for hammer-drilled holes in dry or water saturated concrete in base materials above 410 F(50 C).The benefits are clear:fewer steps and extremely high reliability in anchoring applications. Traditional Method r 77. 4 li 1. HIT HY 200 System with HITZ rods Up to 60°x6 faster! Features and Applications t— •a,. �, �h `r 4 • No hole cleaning required in dry concrete when used with �� .',,��+ ,.Mi ,a„C ,.;,�-�,.,•,,,T,- `--�, HIT-HY 200' 1 • IMES approved in cracked concrete and seismic applications when used with HIT-HY 200 • Dependable loads and higher level of installation accuracy ' • Works in cored holes with additional cleaning steps when used with 1 HIT-HY 200 / � �r All HITZ rods For temperatures below 41°F(5'C)hole cleaning Is required contain head .� •ma•Ir cmg� • • iodic•tiag length 0••0•• • • • and unique • 0 Hilti HITZ Anchor Rod •••••• ww4element Aign for e go**** Description Bit Dia(in.) Min.Embed On.) CW item No.HITZ Carbon Steel' ••8ly'•• Item No.HR�-R SS 316' •••• HITZ 3/8"x 4-3/8" 7/16" 2-3/8" 40 02018440 0•�4Y0•• :••4@18451 • • HITZ 3/8"x 5-1/8" 7/16" 2-3/8" 40 02018441 •400 • 02018452 ••i••• HIT-Z 8"x6- 000.4• 000 0000• 3/ 3/8" 7/16" 2-3/8" 40 02018442 440 • • 002818453 HITZ 1/2"x 4-1/2" 9/16" 2-3/4" 20 02018443 •• 20 000 02018454 0 0••i 0 HITZ 1/2"x 6-1/2" 9/16" 2-3/4" 20 02018444 :0 200: 002018455 0• • • • • 0000•• HITZ 1/2"x 8" 9/16" 2-3/4" 20 02018445 20 •••-4-18456 HITZ 5/8"x 6" 3/4" 3-3/4" 12 02018446 • 1t0• 0 02018457 •••••• HITZ 5/8"x 8" 3/4" 3-3/4" 12 02018447 0 012 0 ••••02 18458 • • HITZ 5/8"x 9-1/2" 3/4" 3-3/4" 12 02018448 12 02018459 HITZ 3/4"x 8-1/2" 7/8" 4" 6 02018449 6 02018460 HITZ 3/4"x 9-3/4" 7/8" 4" 6 02018450 6 02018461 1 Item numbers and quantities may change. Contact Hilti for current ordering information. 4 Hilti,Inc.(USA)1-800-879-8000 1 www.us.hilti.com I an espanol 1-800.879-5000 1 H ki(Canada)Corp.1-800-363-4458 1 www.hilti.ca I HR-HY 200 Technical Supplement 04/13 HIT-HY 200 Adhesive Anchoring System Hilti HIT-Z and HIT-Z-R Anchor Rod Lengths and Thread Dimensions I ehelix Smooth Shank Total Thread Usable Thread Name and Size Anchor Length Helix Length Length Length Length in (mm) in (mm) in (mm) in (mm) in (mm) NIT-Z(-R)3/8"x 4-3/8" 4-3/8 (111) 2-1/4 (57) 5/16 (8) 1-13/16 (46) 1-5/16 (33) HIT-Z(-R)3/8" x 5-1/8" 5-1/8 (130) 2-1/4 (57) 5/16 (8) 2-9/16 (65) 2-1/16 (52) HIT-Z(-R)3/8" x 6-3/8" 6-3/8 (162) 2-1/4 (57) 5/16 (8) 3-13/16 (97) 3-5/16 (84) HIT-Z(-R)1/2"x 4-1/2" 4-1/2 (114) 2-1/2 (63) 5/16 (8) 1-11/16 (43) 1 (26) HIT-Z(-R)1/2"x 6-1/2" 6-1/2 (165) 2-1/2 (63) 5/16 (8) 3-11/16 (94) 3-1/16 (77) HIT-Z(-R) 1/2"x 7-3/4" 7-3/4 (197) 2-1/2 (63) 5/16 (8) 4-15/16 (126) 4-5/16 (109) HIT-Z(-R)5/8"x 6" 6 (152) 3-5/8 (92) 7/16 (11) 1-15/16 (49) 1-1/8 (28) HIT-Z(-R)5/8"x 8" 8 (203) 3-5/8 (92) 7/16 (11) 3-15/16 (100) 3-1/8 (79) HIT-Z(-R)5/8"x 9-1/2" 9-1/2 (241) 3-5/8 (92) 1-15/16 (49) 3-15/16 (100) 3-1/8 (79) HIT-Z(-R)3/4"x 8-1/2" 8-1/2 (216) 4 (102) 7/16 (12) 4 (102) 3-1/16 (77) HIT-Z(-R)3/4"x 9-3/4" 9-3/4 (248) 4 (102) 1-11/16 (44) 4 (102) 3-1/16 (77) e ehelix 1 � l Usable Thread —_1 Smooth Shank Length Length Total Thread Length . 0 . 0000 000004 . .. Hilti HIT-Z and HIT-Z-R Material Specifications . Min.N(65Q).* :..:oof,. •`". (MPP .tsj ` Carbon steel HIT-Z rods(3/8-in.to 5/8-in.):AISI 1038 •jy5. (520)0 #9.4.2 0• Carbon steel HIT-Z rods(3/4-in.):AISI 1038 or 18MnV5 •368 (526)• 6.12 Stainless steel HIT-Z-R rods:Grade 316 stainless steel 95'3; (520) '4.2 HIT-Z Carbon Steel Nuts meet the requirements of ASTM A 563,Grade A conforming to ANSI ;...•4 0 •• 618.2.2 `0% 0 . .00: ....� HIT-Z Carbon Steel Washers meet the requirements of ASTM F 844 •0 0 HIT-Z Carbon steel rods are furnished with a 0.005-mm-thick zinc electroplated coating HIT-Z-R Stainless Steel Nuts meet the requirements of ASTM F 594 conforming to ANSI B18.2.2 HIT-Z-R Stainless Steel Washers meet the requirements of AISI 316 conforming to ASTM A 240 HIM,Inc.(USN 1-800-879-8000 1 www.us.hilti.com I en espanol 1.80(1.879-5000 I Hilti(Canada)Corp.1-800-363-4458 1 wwwAffi.ca I HR-HY 200 Technical Supplement 04/13 13 HI's'-HY 200 Adhesive Anchoring System Table 1 -HIT-HY 200 Design Strength(Factored Resistance)with Concrete/Pullout Failure for HIT-Z(-R)Rods in Uncracked Concrete'AWWAIO Effective Tension-ON,or N Shear-mV or t Anchor Embed. f-2500 psi f c=3000 psi r.=4000 psi r.=6000 psi r,=2500 psi f',-3000 psi f.-4000 psi f c=6000 psi Diameter Depth (17.2 Mpa) (20.7 Mpa) (27.6 Mpa) (41.4 Mpa) (17.2 Mpa) (20.7 Mpa) (27.6 Mpa) (41.4 Mpa) in.(mm) in.(mm) Ib(W) Ib(M) Ib(kN) Ib(kN) Ib(kN) Ib(M) Ib(kN) Ib(kN) 2-3/8 2,855 3,125 3,610 4,425 3,075 3,370 3,890 4,765 60 12. 13.9 16.1 19. 13. 15.0 17.3 21.2 3/8 3-3/8 4,835 5,300 5,560 5,560 10,415 11,410 13,175 16,135 (9.5) 86 21.5 23.6 24. 24. 46.3 50. 58.6 71.8 4-1/2 5,560 5,560 5,560 5,560 16,035 17,570 20,285 24,845 114 24. 24. 24. 24.7 71.3 78.2 90.2 110.5 2-3/4 3,555 3,895 4,500 5,510 7,660 8,395 9,690 11,870 0 15.8 17.3 20.0 24.5 34.1 37.3 43.1 52.8 1/2 4-1/2 7,445 8,155 8,190 8,190 16,035 17,570 20,285 24,845 (12.7) 114 33.1 36.3 36.4 36.4 71.3 78.2 90.2 110.5 6 8,190 8,190 8,190 8,190 24,690 27,045 31,230 38,250 152 36.4 36.4 36.4 36.4 109.8 120.3 138.9 170.1 3-3/4 5,665 6,205 7,165 8,775 12,200 13,365 15,430 18,900 95 252 27.6 31.9 39.0 54.3 59.5 68.6 84.1 5/8 5-5/8 10,405 11,400 13,165 14,950 22,415 24,550 28,350 34,720 (15.9) 143 46.3 50. 58.6 66.5 99. 109.2 126.1 154.4 7-1/2 14,950 14,950 14,950 14,950 34,505 37,800 43,650 53,455 191 66.5 66.5 66.5 66.5 153.5 168.1 194.2 237.8 4 6,240 6,835 7,895 9,665 13,440 14,725 17,000 20,820 102 27.8 30.4 35.1 43.0 59.8 65.5 75.6 92.6 3/4 6-3/4 13,680 14,985 17,305 19,890 29,460 32,275 37,265 45,645 (19.1) 171 60.9 66. 77.0 88.5 131.0 143.6 165.8 203.0 8-1/2 19,330 19,890 19,890 19,890 41,635 45,605 52,660 64,500 216 86.0 88.5 88.5 88.5 185.2 202.9 234.2 286.9 Table 2-HIT-HY 200 Design Strength(Factored Resistance)with Concrete/Pullout Failure for HIT-Z(-R)Rods in Cracked Concrete' .e AO.10 Effective Tension-Ok or N Shear-mV or V Anchor Embed. r. 2500 psi f=3000 psi f�=4000 psi f'.=6000 psi f,=2500 psi f,=3000 psi f�=4000 psi f�=6000 psi Diameter Depth (17.2 Mpa) (20.7 Mpa) (27.6 Mpa) (41.4 Mpa) (17.2 Mpa) (20.7 Mpa) (27.6 Mpa) (41.4 Mpa) in.(mm) in.(mm) Ib(kN) Ib(kN) Ib(kN) Ib(kN) Ib(kN) Ib(kN) Ib(M) Ib(M) 2-3/8 2,020 2,215 2,560 3,135 2,180 2,385 2,755 3,375 60 9.0 9.9 11.4 13.9 9.7 10.6 12.3 15.0 3/8 3-3/8 3,425 3,755 4,335 5,305 7,380 8,085 9,335 11,430 (9.5) 86 15.2 16. 19.3 23.6 32.8 36.0 41.5 50.8 4-1/2 5,275 5,560 5,560 5,560 11,360 12,445 14,370 17,600 114 23.5 24. 24. 24. 50.5 55.4 63.9 78.3 2-3/4 2,520 2,760 3,185 3,905 5,425 5,945 6,865 8,405 70 11.2 12.3 14.2 17.4 24.1 26.4 30. 37.4 1/2 i 4-1/21 5,275 E'-5,7801 6,670 7,640 11,360 012,445 14,370 17,600 ,(12.7) (114)- 23.5 5. 29. 34.0 50.5 -(55.4) 63.9 78.3 6 7,640 7,640 7,640 7,640 17,490 19,160 22,120 27,090, • 152 34.0 34.0 34.0 34.0 77.8 85.2 98. 120.5 •• •• •••••• 3-3/4 4,010 4,395 5,075 6,215 8,640 9,465 10,9 • • 13,390, 0 •• 95 17.8 19.5 22.6 27.6 38.4 42.1 48.6 59.6 • • • 5/8 5-5/8 7,370 8,075 9,325 11,420 15,875 17,390 20,0 • 24,595 • •'•'•' (15.9) 143 32.8 35.9 41.5 50.8 70.6 77.4 89. ••• • 109.4 • • 7-1/2 11,350 12,430 14,355 14,950 24,440 26,775 30,915.•• 37,86 • •••' 191 50.5 55.3 .9 66.5 108. --(119.1) 1376 • 168.4 •• •• 4 4,420 4,840 5,590 6,845 9,520 10,430 12,04 14,75(T ••••• 102 19. 21.5 24.9 30.4 42.3 46.4 (53^0 • 65.6 •• • ••••• 3/4 6-3/4 9,690 10,615 12,255 15,010 20,870 22,860 26,3" • 32,33 •• • •••••• (19.1) 171 43.1 47.2 54.5 66.8 92.8 101. 117.4 143.8 •• 8-1/2 13,690 15,000 17,320 19,535 29,490 32,305 37,3 • • 45,685 216 60.9 66. 77.0 86.9 131.2 143. 165 S • 203.2 • Sao*:* 1 See Section 2.4 for explanation on development of load values. • • • • • 2 See Section 2.4.6 to convert design strength(factored resistance)value to ASD value. • • • •••••• 3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. •• • • *00 • • 4 Apply spacing,edge distance,and concrete thickness factors in tables 8-15 as necessary.Compare to the steel values in table 3.The lesser of the values is to be used for#,desk*. 5 Data is for temperature range A:Max.short term temperature=104°F(40*C),max.long tens temperature-75o F(24*Q. For temperature range B:Max.short tens temperature=176*F(80*C),max.long term temperature=122'F(50*C)multiply above value by 0.86. For temperature range C:Max.short tern temperature=248'F(120'C),max.long term temperature=162*F(72o C)multiply above value by 0.70. Short term elevated concrete temperatures are those that occur over brief intervals,e.g.,as a result of diurnal cycling.Long term concrete temperatures are roughly constant over significant periods of time. 6 Tabular values are for dry and water saturated concrete conditions. 7 Tabular values are for short term loads only.For sustained loads,see Section 2.4.8. 8 Tabular values are for normal weight concrete only.For lightweight concrete multiply design strength(factored resistance)by A.as follows: For sand-lightweight,A,=0.51.For all-lightweight,A,=0.45. 9 Tabular values are for static loads only.For seismic loads,multiply cracked concrete tabular values by the following reduction factors: 3/8-in diameter-a„k-0.705 1/2-In to 3/4-In diameter-a_=0.75 See Section 2.4.7 for additional information on seismic applications. 10 Diamond core drilling with Hiiti HR-Z(-R)rods is permitted with no reduction in published data above. 14 Hilti,Inc.(USA)1-800-879.6000 1 www.us-Nlti.com 1 an espanol 1-800-879.5000 1 Hiiti(Canada)Corp.1-800-363-4458 1 www.hfltf.ca I HIT-HY 200 Technical Supplement 04/13 O GENERAL NOTES: STRUCTURAL STEEL: o O Z r M w TO THE BEST OF OUR io4owLEDCsE AND BELIEF,DESIGN BASED AND COMPLIES L FABRICATE AND ERECT STRUCTURAL STEEL IN CONFORMANCE WITH RISC WITH THE PROVISIONS OF TI4E FLORIDA BUILDING CODE 2014 EDITION. 360-05 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS",WITH COMMENTARY, "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 CONTRACTOR SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2014 EDITION, OR A4w BOLTS,AND AWS "STRUCTURAL WELDING CODE AWS DU-2010, I, THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND 2, OBTAIN ALL FIELD MEASUREMENTS REQUIRED FOR PROPER FABRICATION 9 DO NOT BY THEMSELVES PROVIDE ALL THE INFORMATION REQUIRED TO AND INSTALLATION OF WORK PRIOR TO DETAILING. PRECISE o PROPERLY COMPLETE THE PROJECT STRICTURE. MEASUREMENTS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 2. NO DIMENSIONS SHALL BE SCALED FROM DRAWINGS. 3, STRUCTURAL STEEL SHAPES SHALL BE FABRICATED FROM THE FOLLOWING MATERIALS: M 1 0 3. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, a c cn< HAN AIR CONDITIONING,MECICAL AND ELECTRICAL DRAWINGS. A DOLLED W, RS,C,MC,AND BUILT UP SECTIONS. o L ASTM A512,GR50,fy=50 kat. 4. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT-ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION B.ANGLES,PLATES,AND BARS= ASTM A36, fy=36 kat. 5 THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION C.COLD-FORMED HOLLOW STRUCTURAL SECTIONS(HSS ROUIND,SQUARE, t RECTANGULAR SECTIONS: .... PROCEDURES INCLUDING LAGGING,SHORING,AND PROTECTION, IN ASTM A500,GRADE B,fy=46 kat '..p• .. .. ACCORDANCE WITH THE LOCAL BUILDING DEPARTMENT AND REGULATIONS, E.STEEL PIPE; ASTM A53,TYPE E or S,GRADE B, fy=35 kat ...... ;.;• .. :. 6. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL ll1 INSPECTION,UNLESS SPECIFICALLY CONTRACTED FOR "SPECIAL" 4. ALL SHOP AND FIELD WELDING PROCESSES,MINIMUM PRE-HEAT,AND •....• U �� • INSPECTIONS AS REQUIRED BY THE LOCAL BUILDING DEPARTMENT SHALL INTER°ASS TEMPERATURES SHALL CONFORM TO THE AWS DU STRUCTURAL '....' Aw•• w • rr BE UNDER A SEPARATE CONTRACT. WELDING CODE BY THE AMERICAN WELDING SOCIETY.USE EIOXX SERIES ...... .•h •• • WELDING ELECTRODES,UAN.WHERE NECESSARY,REMOVE GALVANIZING �.. ... .. OR PRIMER PRIOR TO WELD hJG. •..... W ' • 5. ANY STRX. h�F UCTURAL STEEL DAMAGED IN WELDING t0 BE REPLACED OR •• CONCRETE- ACCEPTABLY REORCED. '••' : Oev .�,,, • 6. FIELD CUTTING OF STRUCTURAL STEEL 16 NOT PERMITTED EXCEPT WHERE • L ALL REINFORCED CONCRETE DESIGN SHALL BE IN ACCORDANCE WITH W rn BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AGI 318-IU ACCEPTED BY THE ENGINEER CUTTING OR ENLARGEMENT OF BOLI HOLES WITH TORCHES I6 STRICTLY PROHIBITED. W z 2. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL � cmc 8 AND NATIONAL BUILDING CODES. 1. DO NOT SPLICE STRUCTURAL STEEL MEMBERS EXCEPT WHERE INDICATED N ON THE DRAWINGS IT 3 CONCRETE STRENGTH AT 26 DAYS SHALL BE 4000 PSI, 8 REAR TO ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS FOR PAINTING AND FIREPROOFING REQUIREMENTS OF STRUCTURAL STEEL.DO `S 1�� RE NFORC NCS $T NOT PPR NT EL SURFACES IN CONTACT WITH CONCRETE OR � J 2� L ALL REINFORCING STEEL SHALL BE DEFORMED BARS,FREE FROM LOOSE = �.' a •.� RUST AND SCALE CONFOWNG TO ASTM A615/A&MM-01,FY=60KSI,WON. - �� • Q= 2. ALL REINFORCING BARS SHALL BE SECURELY HELD IN PLACE DURING �a�.• , •• o CONCRETE PLACEMENT • Gj V� NLM Ald1Y00 8N011K.Md03d5 0NV 8Nvu 383NL'300rwlom SN33NON3 3NL 401538 3K Ql NEW CSxll5 CHAl�WE1, l4)HILTI 1124 HIT-14Y-200-14IT-Y-RODS WITH 0 6" 12" MIN 4" EMBEDMENT. d � / er w N i 10;-06 e e e e e e e e e o EXISTING TB. I NILTI 1/2"0 calla �.r HIT-HY-200-HIT-X-RODS, OPENINGGROUT CMU ; •v:,...` Lo CELLS SOLID `'" o ° NEW CSxi15 EA.SIDE TYR 2 x`` "''`_; N ck64M�1 510 ,;<':,;,r.•�. : rP'M�.,Z.ii NEW 4"WNW. `;._ 7 .. . O to EXISTING WALL TO BE REMOVE EXISTING OPENING ti"° ""'' SID • , Nn . DETAIL . . M SCALE.-3/811 = 1'-0" 2 •• .. •W .,� . , *solos �.� • ... . 03 x 20"LG,s 24"04, NEW 4" SLAB w/ONE LAYER OF 6"x6" - WIA x W1,4 WWM •• •••so ..: .' EPDXY DOWEL EF,3" EMBE;311 ON 6 MIL VAPOUR BARRIER ON 95% COMPACT CLEANso o � . - FILL .W C. s, t 24" ;�... x-x-x-x- � � EXISTING SLAB EX ST NG SLAB caMPACT CLEAN FILL. W 55 ��\� /0?/ice/:iii J ai W F- v a:SECTION 1/2" EXP GROUND FLOOR FLAN `° 8 SCALE:3/4"= 1'-0" 3 JOINT. 4" CONCRETE SLAB ON 6 MIL SCALE: 1/8" 1'-0" POLYETHYLENE VAPOR BARRIER W/6" x 6" - W L4 X W L4 WELDED WIRE t t Y FABRIC REINFORCMCs 0 ELEVs MATCH EXISTING . J x x x FIN.FLR.SLAB o • z COMPACT CLEAN FILL. � Q-'•. ��� c` .,���� • moo\ �,. SECTIONHLIM °NKTIM SCALE:3/4"= V-0" 003141%13 31U ao"39 3&U 01 SNVV Air System Sizing Summary for AHU-1 Project Name:15070 TT-Residence 09/04/2015 Prepared by:Covenant Engineering 09:02AM Air System Information AirSystem Name...........................................................AHU-1 Number of zones--•------------------------------------------------------------------------1 Equipment Class...................................................SPILT AHU Floor Area------------------------------------------------------............--------------866.0 ftz Air System Type...................................._....................SZCAV Location...................-...................................Miami IAP,Florida Sizing Calculation Information Zone and Space Sizing Method: Zone CFM.............................Sum of space airflow rates Calculation Months-.....................-............................Jan to Dec Space CFM........................Individual peak space loads Sizing Data...................................................................Calculated Central Cooling Coil Sizing Data Total coil load...........................-...................................... --3.0 Tons Load occurs at---------------------------------------------------------------Jul 1500 Total coil load-------------------------------------------------------- ------35.6 MBH OA DB/WB------------------------------------------------------------------90.4/77.4 'F Sensible coil load ----•-•--------------•---.................................30.0 MBH Entering DB/WB------•-•---------------------------------------------79.3/64.9 1= Coil CFM at Jul 1500.......................................................1200 CFM Leaving DB/WB------------------------------------------------------56.2/54.9 1= Max block CFM--------------------------------------•------------------------1200 CFM Coil ADP------------------------------•------ •----•-----•-•-------....................53.6 1= Sum of peak zone CFM------------------------------------ -------1200 CFM Bypass Factor----------------------------------------------------------------------0.100 Sensible heat ratio-----------------------•.................._..........---0.843 Resulting RH------------------------------•-----------------------------------------------46 % ftz/Ton......................-................................................... ...292.0 Design supply temp................................................................52.1 1= BTU/(hr-ft')----------------------------------•----•--------------•----------------•41.1 Zone T-stat Check.----••........ ..........................................1 of 1 OK Water flow @ 10.0 Y rise ................................................N/A Max zone temperature deviation..........................................0.0 1= Central Heating Coil Sizing Data Max coil load.........-.......—..................................................14.9 MBH Load occurs at------------•------------------------............------------....Des Htg Coil CFM at Des Htg........................................................1200 CFM BTU/(hr-ft2)--------------------•----•-••---.......-----••--•-•......---••-..................17.2 Max coil CFM......-..............................................................1200 CFM Ent.DB/Lvg DB........................................................69.4/80.9 'F Water flow @ 20.01=drop -----------------------------------------------N/A Supply Fan Sizing Data Actual max CFM....-..........................................................1200 CFM Fan motor BHP....------•------••---------------------------------------..............0.00 BHP StandardCFM....................................................................1199 CFM Fan motor kW-•-------_..._........................-........................._......0.00 kW Actual max CFM/ft'............................................................1.39 CFM/ft2 Fan static-•-----------------------------------.....---••-------......--•---------...........0.00 in wg Outdoor Ventilation Air Data Design airflow CFM....................-............................................0 CFM CFM/person-----------------------------••-•--•-----•----..............................0.00 CFM/person CFM/ft'..................................................................................0.00 CFM/ft' 000 . : ••• �• . ;.....:. No. 453 +I•• • t� • STA Iz OF* %�s '• c�0 IDP .•' ���� 1110NAL �//rlili►��` Hourly Analysis Program v.4.4 Page 1 of 1 Air System Sizing Summary for AHU-2 Project Name:15070_TT-Residence 09/04/2015 Prepared by:Covenant Engineering 09:03AM Air System Information AirSystem Name...........................................................AHU-2 Number of zones............................................................................1 EquipmentClass...................................................SPILT AHU Floor Area.................................--........................................--448.0 ft' Air System Type-........................................................SZCAV Location........................................................Miami IAP,Florida Sizing Calculation Information Zone and Space Sizing Method: Zone CFM.............................Sum of space airflow rates Calculation Months....................................................Jan to Dec Space CFM........................Individual peak space loads Sizing Data......................................--........................Calculated Central Cooling Coil Sizing Data Total coil load--•-------•-----•-------------------------------......................2.2 Tons Load occurs at-•----------------••----....................................Sep 1400 Totalcoil load................-.....................................................25.9 MBH OA DB/WB-•................................................................88.1/76.3 F Sensible coil load---------------------.......................................24.6 MBH Entering DB/WB...-...................................................79.3/66.0 F Coil CFM at Sep 1400----------------------------•--•--------------------1200 CFM Leaving DB/W13------------------•------------------------------------60.3/59.0 F Maxblock CFM----------------------------------..........--•-----------------1200 CFM Coil ADP..........-------------------------------------------------------------------------58.2 F Sumof peak zone CFM-----------------------------------•----------1200 CFM Bypass Factor-------------------------------------------------------------------0.100 Sensible heat ratio...........................................................0.949 Resulting RH .................-....................................................50 % ft'/Ton.............................---.........................-......................207.2 Design supply temp...........................----- ..........57.3 F BTU/(hr-ft')-------..................•----------------------------------•-•------••--.57.9 Zone T-stat Check-----..........................................................1 of 1 OK Water flow @ 10.0 F rise ------------------------------------------- -NIA Max zone temperature deviation..........................................0.0 F Central Heating Coil Sizing Data Maxcoil load----------------------•---...--•---•-----......------------...........13.0 MBH Load occurs at---..............................................................Des Htg Coil CFM at Des Htg......................................-......------....1200 CFM BTU/(hr-ft')------------------------............-- •--............29.1 Max coil CFM...........................................-.........................1200 CFM Ent.DB/Lvg DB.........................................................69.9/80.0 F Water flow @ 20.0 F drop ...............................................NIA Supply Fan Sizing Data Actualmax CFM-----•...................•---......------------------..........1200 CFM Fan motor BHP------•----......-•-•------------.......------............-•----........0.00 BHP Standard CFM---------------------------------__-------------------------1199 CFM Fan motor kW----------------------------------------------------................0.00 kW Actual max CFM/ft'......................................................----2.68 CFM/ft' Fan static.........................................................................-.........0.00 in wg Outdoor Ventilation Air Data Design airflow CFM-----•-•-------•-•-----------------------------------------------0 CFM CFM/person--------------------------------------------------...........................0.00 CFM/person CFM/ft'------------------------------••. 0.00 CFM/ft' eggs •• • • goes • •eegge eggs • • egg• �`` //�rggg•s ...Jk �P.......4... R r•••e Ire egg• •:•Yee g3ggg� 0.494 3 •- -Are t- � * �'' •: : srp �, • seg ••t •a' Qjfjl-E QF R�� J P40RIDP.•' G\ Hourly Analysis Program v.4.4 Page 1 of 1 Telesco Construction 64 NW 99TH ST Construction Proposal 1-Sep-15 No Item City Unit Unit/$ Total 1 Remove and Replace Kitchen Cabinets 1.00 LS 4,250.00 4,250 2 Refinish Hardwood Floors 1.00 LS 1,200.00 1,200 3 Tile Florida Room 1.00 LS 900.00 900 4 Paint Interior Walls 1.00 LS 1,000.00 1,000 5 Widen Dining Room to Living Room Opening 1.00 Ls 850.00 850 6 Patch Laundry Room Floor 1.00 Ls 550.00 550 Total 8,750 Approved for Owner by: Signature Date Print Name LN , I!.D T 2015 13 �- Page 1 of 1 1*e"-o Alp CeQuienin6 Dne. 3761 /V 4th Avv. 04kland ?,?Yk, 171epOa -;3334 Cch-ahieal COW-44-d0jo 51 e -1,952 ...........- I.......... ps ....... Tom Teles co 10/08/2015 64 NW 99th st Bill Miller Miami Shores 33150 (C)954-260-7377 Commercial change out (0)954-566-1016 ,Meyer air conditioning will provide materials and labor for the followiLig: One-Rheem splitsystem (15-seer), digital thermostat, andfloatswitch. Ratings :3 ton/r5 seer/single stage unit Install new unit to existing electrical, condensate drain, and duct work. Remove and carry away existing system. In s ta 111 o drops Ten year compressor warranty, Ten year coil and Ten year parts. Customer must register with Rheem.corn to receive warranty's. One year labor warranty from MeyerAIC. Total Amount Due:6,5oo Excluded:Permit Fees,Load Calculations Included:Sales Tax,Labor,Standard Warranty, We propose hereby furnish materials and labor to complete in accordance with above specifications, for the sum of .#, $63500 Acceptance of Proposal - The above prices, specifications and conditions are satisfactory and are hereby accepted. Meyer air conditioning is authorized to do work as specified.Payment will he made as outlined,above. Authorized Signature: Bill Miller Proposal Active for:45d Acceptance Signature Proposal Acceptance Date /Refoo 37611 /VZ Aot OaklaO 'Pwk, 94 ;o3a# 401..-OM ................... P.0 BOX 653223 electricalmasters@gmaii.com LICENSED INSURED MIAMI, FL 33265 97E-000003 (786)286-7815 EM September 11,2015 TH15.7-001 Tom Telesco 111 Kane Concourse Suite 303 Bal Harbor Island,FI 33154 Job Name: Becky House Job Address: 64 NW 99 Street This invoice is for the following: 1.To relocate service meter to new location. 2.Rewire inside recpetacles to regular thhn wire where possible. 3. Install new devices such as switches and receptacles. 4. Re run N cable and Data cable to existing locations. Total $ 4,750,00 Electrician GJC or Owner Elite Plumbing Septic & Sewer State Licensed & :Insured CFC#022602QBacktlow lie#[CC-UT-1 15<>Backilow repair&maintence#B]IM-ICC-1II 7555 SW 38 ST Miami,FL.33155 Office 305-244-4401<>Cell 786-318-7679 eliteplumbingsso mmaail.com PROPOSAL Proposal Subnvtted to Date: 10/9/2015 Telesco Construction Job Name: Job Location: 64 NW 99 Street Phone: Attn: Christina E-mail We hereby submit specifications and estimates for. Elite will provide as listed below: ♦ Rough new washer machine and utility sink ♦ Relocate kitchen sink ■ruuuuuurrur■arr■■ururuuur•rururr■aaai�un�r�r■a uru■arr■■uurr�u■uu■uurrr We propose hereby to furnish materials and labor-complete in accordance with above specifications,for the sum of: One thousand seven hundred fifty dollars $1,750.00 Payment to be made as follows: ■■rrarrur■■■au■rr■ruuarurasarrrrrrsurarrrrarar■urruuarr■�auurrurru■arrur■urrrr■•■■ Acceptance of Proposal- The above prices,specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outline above. Signature: Signature: NMO%SeS FerrO Moises Ferro Print Name: Date of Acceptance: y a\62 , Miami Shores Village RECEIVED Building Department DEC 13 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 �' Tel:(305)795-2204 Fax:(305)756-8972 BY; INSPECTION LINE PHONE NUMBER:(305)762-4949 F BC2(0� c, BUILDING Master Permit No. / 6- % _��'2�9/ PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: !� Folio/Parcel#: 113 10 to 1_2 X1 to 0 Is the Building Historically Designated:Yes NO L--' Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): _ -XDry 114 I f I F� Ay2-C Q Phone#: L —0 to leI Address: boli N W -I Ci City: WQfM" State: Zip: 91:a>15a Tenant/Lessee Name: Phone#: Email: pp n �n 2�, CONTRACTOR:Company Name: / c IP .�'U l�J���� Phone#: �S"'2' C�-0 t Address: I 1 ) 1 Vnne Ccy)co,,�SPJ sA-e Adm City: `-��-1yo�1r I��'rt1��Cr�� State: Zip: �1� q t Qualifier Name: I Y 1LJf�oPS In'� �>a SnC W �rc� Phone#: ,� -:z baba®1 State Certification or Registration#:(..W G W �J U I Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration 1:1 New ElRepair/Replace ❑ Demolition om Description of Work: /tiry�-�� L fit (/lV��►-� \ t Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) AIW Bonding Company's Name(if applicable) Bonding Company's Address City 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..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must,be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature� .G��i�� Signature q—aw VIJr OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of Ce,^l 20 16 by e day of� P G1� � 20 IL by r(Ji � �sCv who is personally known to "cwt e�eS� who isyersonally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: fpot! Sign: 4�0,_MA- Print: Print: 4qAW4 A- �o:a+ CHRISTINA MARIE FARIAS „fF:°��r� *'s Commission# FF 897808 Seal: 11 Commission# FF 897808 Seal: i, ,s =• *- s, .tee My Commission Expires s�� ,,�= , My Commission Expiresa���;�.� March 12, 2018 March 12, 2 018 APPROVED BY "t;7� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) TELESCO CONSTRUCTION December 13, 2016 Miami Shores Building Dept 10050 NE 2ND AVE Miami Shores, FL 33138 Sub: 64 NW 99TH ST, Miami Shores Re: Permit Extension Request—Master Permit No RC-9-15-2299 Dear Building Official, Please extend the master building permit and attached sub permits for the above mentioned address and master permit number. The renovations have taken longer than expected and we need the permits extended. We anticipate calling all final inspections in the next 4 weeks. Pls contact me directly on my cell at 305-216-6161 if you need to speak to me directly. Thank you, TELESCO CONSTRUCTION CO INC JENNIFER MORALES Tom eleSCO Commission# FF 77775 oa My Commission Expires President '�i FOf F��,��` December 18, 2017 '�-������� Cc: File 1111 Kane Concourse,Ste 303,Bay Harbor,FL 33154■T 305-390-0250■F 305-390-0251