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RC-13-340 (2)Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY/COMPLETION CHECK LIST Building permit card. ❑ 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). ote: 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) ❑ Certificate 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 fee is $150.00 • Commercial CO is $200.00 ......................'.'.'.'.'.'. GG'.:': ... ..... .... TG......... P,( ....::::'::'' QPR�vI/�� ...... , Notes: - Septic Tank location as indicated by others This property described as: Lot 20, Block 5, REPLAT OF TRACT "C" MLQvll SHORES BAY PARK ESTATES, according to the Plat thereof as recorded in Plat Book 64, Page 97, of the Public Records of Miami -Dade County, Florida. Certified to: Mark Llerena Address: 1550 N.E. 103rd Street, Miami Shores, FL. 33138 Bearing, if any, shown based on Plat Meridian (reference) NORTH R N89046'39"E REVISIONS: FLOOD ZONE I COMM. No. I PANEL No. SUFFIX: VE 1 120652 1 0306 F.I.R.M.DATE I F.I.R.M.INDEX I BASE ELEV. 09/11/09 1 09/11/09 1 +11.00' N.G.V.D. LOT 21 BLOCK 5 "THIS SURVEY DECLARATION IS MADE ON THE FIELD DATE INDICATED, TO THE OWNERS) LISTED. IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS." ELEVATION NOTE: (IF APPLICABLE) cvok vauu umess L.F.Elev = 9.0' (lowest habitable floor elevation). it bears the Elevation shown hereon refer to N.G.V.D. 1929. signature and the Lowest adjacent grade elevation= 6A original raised seal of Florida licensed BM, # B -26 -RA (Miami -Dade Co.). Elev.= 17.23' . Surveyor and Garage Elev.= 7.1' . Erp= N/A Mapper. Tan=85.62' X26'24'38" CHB=N44'05'43"E CH=166.71' TOPOGRAPHIC & BOUNDARY SURVEY. I HEREBY CERTIFY: that this survey meets the minimum technical standards as set forth by the FLORIDA BZ1npt:eM= SI SURVEYORS AND MAPP lorida Administrative Code, purio 027 Florida Statutes. IVES 09/24/13 POFESS O L SURVEYOR AND MAPPER No. 4327. State of Florida. 42 m�v�Q CLL O C r C r m v jL�Z� m -0 S$$�E±i ri g' `o 'g -s Ro— m m ar�$w Wg $oE20.0 go Ec°W'8ia S .R2 $ a m z ec 5 a a E n E_-8 m ao 9E as oW >Do Wm �E m e gcr o p W Ly n c 15 a m c c ggiae tE .2e mc N {C L N'• C .'S N m a i"i W = r 15 a HaQo mW��ov a ZW aa e. p� E o Do e m �w e E $ $ c CL a is o E m c s m�CL m m a m gc m $vao v L5 E � aWo� E J wW9 E m �g12 o -S ecc g�v 0 Ecc E m mQ. 0i5m m m Ee�e`o `o z gm W0mgC& = m gioerE ��$ooII�Wm E P- 0 v m c m 0 a ovm C LEGEND A = Arc ASPH =Asphalt BM = Bench Mark BRG = Bearing CAN = Cable TV CB = Catch basin CBS = Concrete Block Structure CH = Chord Chatty= Chattahoochee Cb = Center Line CLF = Chain Link Fence CL. = Clear CONC.= Concrete D = Delta 0 = Diameter DH = Drill Hole DME = Drainage & Maintenance Easement E.B. - Electric Box Enc. = Encroachment F.F. = Finish Floor F.H. = Fire Hydrant F.I.R. = Found Iron Reber FPL = Florida Power & Light F.I.P. = Found Iron Pipe F.N. - Found Nail L.P. = Light Pole M = Measured M.F. = Metal Fence M.H. = Manhole y = Monument Line MON. = Monument NIA = Not Applicable N/D = Nail & Disc NTS = Not to Scale O/S = Offset O.U.L. = Overhead Utility Lines OH = Overhang P = Plat PB = Plat Book PC = Point of Curvature P.C.C. = Point of Compound Curvature PCP = Permanent Control Point PG = Page P.I. = Point of Intersection P = Property Line PL = Planter P.O.B. - Point of Beginning P.O.C. = Point of Commencement P.P. - Power Pole P.R.M.= Permanent Reference Monument P.R.C. = Point of Reverse Curvature PT = Point of Tangency R = Radius R/R - Railroad PSM = Professional Surveyor Mapper RAN = Right -0f --Way SWK = Sidewalk Sec. - Section (ryp) =Typical T - Tangent U.E. - Utility Easement W.F. = Wood Fence W.M. = Water Meter W.V. = Water Valve /=Denotes Spot Elevations Taken Alvarez, Aiguesvives and Associates, Inc. Surveyors, Mappers and Land Planners 5701 S.W. 107th Avenue #204, Miami, FL 33173 Phone 305.385.0385 Fax 305.385.0623 L.B. No. 6867 / E-mail: fastsurvey@aol.com Field Date Scale: Drawn by: Drwg. No. 09/19/13 1"=25' F.C. 13-20212 1114Miami $hores Village W y,I.Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER (305)762.4949 BUILDING PERMIT APPLICATION FBC 20 kD Permit No. /3 _ 34zi Master Permit No. Permit e: �BUUIILDING a,16-- ROOFING JOB ADDRESS: +_-� � /02 a City: Miami Shores County: Miami Dade Zip: Folio/Par . Is the Building Historically Designated: Yes NO Flood Zone: OWNER Name (Fee Simple KAQ6-k- /_ 1 Pia Phone# '?A0 —�)'q Address: ' 1o3 9 - City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR Company Name: Address: �3 0" I �� 1 z'4 ` Phnne# Y®5 / q5 1 -?-q-- qc,- <�� z. City: State: Zip: Qualifier Name: o Phonc#• State Certification or Registration #: C. 6 C, - Q CC, i &0;A Certificate of Competency #: Contact Phone#: 115 `4 - 5'Z-`-1 -4S5 ?-- Email Address: e"'a L-'� C; -v4A ) + DESIGNER: ArchitectlEngineer. Value of Work for this Permit: Type of Work: IWAdditton Description of Work: Footage of Work: Color LAM dk: r Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Sunning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DI f r7 ' -Rondfiff Company's Name (if applicable) Bonding Company's Address city State Tp 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 m this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 IWROVEMENTS 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 appro d and a reinspection fee will be charged. Signature Signature Owner or Agent ( Co r f The foregoing instrument was acknowledged before me this 1 The for ing ' t was arimowledged before this day of Od , by �� e�� bu, day of X 20 - by -7 wo is personally known or who has produced who is personally known tome or who 6 (r 3 As identification and who did take an oath '-4,3,0 ?- e✓g d 4,– identification and who did take an oath. PUBLIC: Sign: Print: .l My Commission Expires: , 9` y P am. DAMAYI VEDA t a=_ MY COMMISSION # EE rY, o EXPIRES: April 1, 2.a Bonded Thru Notary Public URGS; . ,, ��R�a�@�@88��ar�B�aB�B��Q��AY�B�Ye�BttaA88sk�N�k/ae�/S�»>�S��B �@ffi�A��S�+E+RsP aAQ APPROVED BY 4f / Plans Examiner K41 l Structural Review (Revised 3/1212012)(Revised 07/10/07)(Revised 06f 10/2004)(Revised 3/15/09) PUBLIC: Sign: i _ V Ptint 'I(�Ya My commission rX-7,; '••- DAMAYI VEGA Y,,r_ NIY COMMISSION # EE OBtiO(iE EXPIRES: April 1, 2015 �-7,,Bonded Thru Notary Public Undenwiters Zoning / Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON TRE JO.B.SITE ff 11ME.OF.F,,TjNsPwnON PERMIT NO FOLIO NO. STATE OF FL6RIDA.- COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives noticeImprovements will be made to certain real property, and in abo6rdance wlik 6hdpter713. 01646 6*iatutes, the following Wormaton is provided In this Notice of Commencement. 1. Legal description of prop" and street/hddress: 2. Description of Improvement 3. Interest In property. Name and address of fee sImple't1tI&-0V9,--r1=- 4. Contractorls name, address and phone number. 5. Surety(Payment bond required by owner from contractor, if any) Name, address mid phone numbem Amount of bond 6. Lendees name and address: 7. Persons within the State of Florida designated by Owner upon whom SectI6n11V*1)(a)7., Florida Statutes, Name,' address and phone number. CF N 20i3RO301326 OR Bk 28586 Ps 38361 (fps ) RECORDED 04/17/2013 12:13:29 HARVEY RUVINP CLERK OF COURT IIIAHI-DARE COUNTY? FLORIDA LAST.PAGE 19 8. In addition to himself, Owners designates the following person(s) to receive a py of the -Ulan—drsPN 713.11(11(b), Florida Stabiles. Name, address and Phone number 9. ExolrMlon -date of this Notice of Commencement (ft expiration dde Is. 1 year from ft deW of rewr&V wdm a dffewd date Is spa AhO WARNINd to OWNER: ANY PAYMENTS MADE 13Y THE OWNER AFTER THE EXPIRAnON OF THE NOTICE OF . COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER ORAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND'POSTED ON THE JOB aft'13EP6RE THE FIRST INSPECTION,IF YO NFTMEND TO OBTAIN,FINANCING, CONSULT' WITH YOUR LENDER OR AN ATTORNEY BEFORE CommENCINd WORK Y OR RECORDING YOUR N OF COMMENCEMENT, )f r qr) Signature(s) of r 'Authorized Oflicer/Director/Partner/Manager PrepWed$y Prepared By Print Name il V- a2x4 Print Name--= V,1nA:-k6 TiUelOfflce Tme/office STATE & FLORIDA COUNTY OF M LAW-DADE The fors' I lnstru� nt was re me th day of go acknowledged before _g ng &dM r Q as. for arso%j,�Own, or Q produced the following typeptiden ion: Signature of. Notary Public: PrIn it Name: (SEAL] VERISOMMN PURSUANT To SECTION 9259L F-LORMA STATIH-11S Under Penalties of peijury, I declare that I have read the foregoing and that the facts s#ed In It are true, to the bestI of ' 'Signature( my knowledge and belief. Signature() Owner(s)'s Authorized Offleer/Dirsotor/pafter/Manager BY — BY 123.01-52 PAW 3 2110 DAMAYI VEGA W OOMMMON # EE CM EXPIRES: April 1, 2015 B=WThrUNotary PWftUWWdM Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: RC13-340 P&Z Critique Sheet Page 1 of 1 1. REAR PERGOLA MUST BE ATTACHED TO RESIDENCE AND UNDER THE EAVEWORK IN RIGHT OF WAY REQUIRES PUBLIC WORKS APPROVAL. David Dacquisto P&Z Director Building Critique Sheet 61*1I 1 Provide approval from Miami Dade County HRS/DOH. v Provide a substantial improvement verification worksheet with all required documents. p q Provide all permit applications prior to any further review. Fence/wall, electrical, Fewiag Provide a survey. This structure is located in an exposure D or provides information showing the location is in exposure C. Provide a special inspector form for the pilings and soil improvement. PK Provide a signed and sealed copy of the soil report. 8. Provide product approvals for the windows and doors that has been reviewed and signed approved by the designer of record. (� Provide a buck detail for all new openings including the garage bucks. Provide a detail of the cricket construction including all connections and sheathing. Norman Bruhn Bldg Director Stopped Review Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. ( r �• Permit No: 42a /3" '3r �1 Job Name: 41 - Date: 1Date: z H� x X-0 e S L7 Miami Shores Village Building Department ELECTRIC Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 .v /'r- i= ,' - �7- s � --s-,->, c 44,1 �-S '-,ems Alfa S'- Plan review is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Review Complete by: Michael A. Devaney SR. Chief Electrical Inspector sAt> Miami Shores Village Building Department 10050 KE.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 012,12-11 Permit No: P C Structural Critique Sheet Page 1 of 1 9 p uLCD ef 40-t �� I tl� Z ► C' a®d � rl' �/-iir C Y 95 %c c4 CD v STOPPED REVIEW Plan review Is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets In the re -submittal drawings. Mehdl Asraf * IHITIFICATE OF ELECTIOAI TO IN EXEMPT FROM FLORIDA WORKERS' COWS MMIll LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'. Compensation law. [��=9 FEIN: 04/18/2012 EXPIRATION DATE 04/1812014 YZOUIERDO JOSE J 204041096 BUSINESS NAME AND ADDRESS: APOGEE CONSTRUCTION ah DEVELOPMENT CORP 304 INDIAN. TRAM FT LAUDERDALE FL 33328 SCOPES OF BUSINESS OR TRADE: 1- GENERAL CONTRACTOR 2- CERTIFIED G®mm.cmamCTOR NPORTANT Pmaam to Cdapter 40 . 0504) F.S., an officer of a corporation who aloft exemption Mm* Otis. dmpmr by Hoag a esrN ems of slowes ami this seeUoa may ad rover beaefRs or aOa sod. Otis d"ter. Parnham to amp, 440.05(G. F.S. Confffemes of slogan to be exomp... apply only aritiie the scope of the business or tri hated on One notice of slogan to be exempt. Parte to Maptor 440.0503)- F.S., Nodess of slogan to be exempt and earlificales of election to be exempt sell be =bled to revacaUatt d, at any time atter the Ming of the notice or the issunce of the Certificate, to perms named as the mWee or carUtlate no Iona atm do n4dremeats of dds scion for issomme of a certNicme. The department self revotce a certffios at my. time for faiime of the perm named on to certificate to meet the requirements of this secthaa QUESTIONS? (850) 413-1609 DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DE+ARTMT OF FWAnuffaL SERVICES DIVIS10I11 OF WORKERS' COMPOISATION C011STRUCTION INDUSTRY ClERT1191CATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERV COPM49MTION LACI EFFECTIVE 04/18/2012 EXPIRATION DATE: 04/18/2014 PERSON: JOSE J YZQUIEROO FEIN; 204041096 BUSINESS NAh1E AND ADDRESS: APOGEE CONSTRUCTION fi DEVELOPMENT CORP 304 INDIAN TRACE 1503 FT LAW9RDALE, FL 33M SCOPE OF BUSINESS OR TRADE - 1 GENERAL CONTRACTOR 2- CERTtFW GEIS CONTRACTOR IMPORTANT F Pursuant to Chopw 440.05114!, F.S. an officer of a corporation who O elects exemption from this clmlter by filing a certificate of election L under this section they not recover benefits or eonpensetion under this D cater. Pursuant to Chapter 440.05112}, F.S., Cwdfhmtes of election . to be H exempt- apply only within the scope of the business or trade listed on Rthe notice of election :to be examhpt E Pursuant to Chapter. 441105031, F.S., Notices of election to be exempt and certificates of election to be exempt stall be subject to revocation if, at any tone- after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meats the requires of this section for issuance of a Cwtificaft The department shall revoke a certificate at any time for failure of the person No. on the certificate to meet the .requirements of this section. QUESTIONS? (850) 413-100.9 0. Carry bottom portlon on-dre job, keelp tq*w portion. for yow records.. DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 115 S. Andrews Ave., Rm. A-1 00, F#. Lauderdale, FL 33301-1895 — 854-831-4000 VALID OCTOBER 1, 2012 THROUGH SEPTEMBER 30, 2013 Business Name: CORP APOGEE Retmipt#;180 7997COATTRl1CTOR & DEVELOPMENT BI(Sin Type:CONTRACRNMMTOR) Owner Nan*-. JOSE J Yzommwo/QuAL Business Location: 304 INDIAN TRACE #503 WESTON Businese Mwne: 954-529-4552 BUSlness Opened:10/01/2006 State/Count 1CerM9g:CGC061004 Exemption Code: Room Employees a lues Professionals 2 F� Vending only. . Number of Machines, Vendit Type. Tax Amount I Trans w Fee NSF Fee . _ .... Perm�y .. Prior Years Coif Cost I Total Paid 27.00 0.00 0 Ott: 27t! 0.00 29.70 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax Is levied for the pWhW of doing business wittdr Broward County and Is non -regulatory in nature. You must net d County and/or Municipality planting WHEN VALIDATED and zoning requirements. This Business Tax Recut must be transferred when the twslness Is sold, business name has dharged or you have moved the Wnlness location. This rem does not indicate that the bustrum Is mal or tud it is in compliance with State or local laws and regulators. Mailing Address, APOGEE CONSTRUCTION & DEVELOPMENT 304 INDIAN TRACE #503 WESTON, FL 33326 2012 -2013 Receipt #032-12-00000143 Paid 10/09/2012 29.70 I CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/Y 04/17/13 PRODUCER Excellence Insurance, Agency - " THIS CERTIFICATE IS ISSUED As—A MATTER OF INFORMATION 3801 SW 107 Avenue ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Mieml, FL 33166 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Phone (306)228.3900 Fax (305)226-39 INSURED Apogee Construction and Developement Corp 2841 SW 155 Lane Davie, FL 33331 - COVERAGES INSURER E; INSURER F: MESA UNDERW .TY MAIC B • • •� "aur�v Nue, LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITH97ANDING 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 I3Y THE POLICIES DESCRIBED HEREIN Is SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 11 11 .9110DAWL TYPE OF INSURANCEDATE M FECT Y EfIPIRATION LIMITS POLICY NUMBER TB GENERAL LIABILITY ® COMMERCIAL GENERAL LIARILITY HVSRN A rl CIO CLAIMS MADE ® OCCUR ❑ —_... OEM AGGREGATE LIMIT APPLIES PER: ® POLICY ❑ PROJECT ❑ LOC AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ ❑ SCHEDULEDAUTOS ❑ HIREDAUTOS ❑ NON OWNED AUTOS ri GARAGE LIABILITY ❑ ❑ ANY AUTO EXCESS/UMBRELLA LIAR I -M( ❑ ❑ OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RL-rENTION 8 C KERS COMPENSATION D EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? ff yes, describe under SPECIAL PROVISIONS below OTHER OF OPERATIONS / LOCATIONS I CERTIFICATE HOLDER Miami Shores Building Deparment 10050 NE 2nd Avenue Miami Shores. FL 33138 25 (2001/08) QF 11/01/12 1 11/01/13 EACH D DQ" (A^yqne p=+) 5.000.00 PERSONAL &ADV INJURY 1,000,000.00 GENERAL AGGREGATE 2,000,000.00 PRODUCTS . COMP/OP AGG 1 _nfm nnn nn COMBINED SINGLE LIMIT BODILY INJURY BODILY INJURY (PffaCdd&rd) PROPERTY DAMAGE (Per aoddern) AUTO ONLY - EA ACC, OTHEtTHAN E AUTO ONLY, E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYE FJ_ DISEASE - POLICY LIMIT 9 U Y OP/THE ABOVE DESCRIBED POLICIES BE CANaElLED BEFORE THE EXP DAT THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL A ITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE B LURE TO DO SO SHALL IMPOSE No oBLIGA77oN OR LIAE3ILITY OP N THE INSURER, rfs AGENTS OR REPRESENTATNES. L001L00'd {1tttD SL:LL SLOML11i0 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION COA�STRUCTION nMUSTRY LICENSING BOARD (850) 487-1395 194 0 NORTH MONR.OE STREET TALLAHASSEE FL 32399-0783 YZ UIERDOI JOSE JAVIER AP ES CONSTRUCTION A DEVELOPMENT CORP 304 INDIAN TRACE #503 WESTON FL 33326 Congratulationsl With this llamas you dome one of the nearly one million Fiorldlans Ibansed by the —e- U ont of Business and Professional Regulation. Our professionals and businesses range from architects W yacht brokers, from pr to barbeque restaurants, and they imp Florida's economy strong. Every day we work to improve the way we do business in order to serve you For information about our services, please log onto www.myftridallcenew There you can find more Inibrmation about our divisions and the regulations 1 Impact you, subscribe to department newsletters and learn more about the Department s initiatives. Our mission at the Department Is: Ucense Efliclently, Regulate Fairly. We constantly strive to serve you Ater so that you can serve your customers. Thank you for doing business In Florida, and congratulations on your new Ila DETACH HERE DISPLAY AS'REQUIRED$Y LAW 0 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: RC13-340 Building Critique Sheet Permit No: 13-340 Job Name: April 9, 2012 Page 1 of 1 Page 1 of 1 THE PLANS SUBMITTED INCLUDE WORK NOT APPROVED BY THE ZONING BOARD. REMOVE ALL UNAPPROVED WORK OR HAVE PLANS APPROVED BY ZONING BOARD. THE REAR TRELLIS IS NOT APPROVED. THE FENCE/WALL REQUIRES A PERMIT APPLICATION INCLUDING AN ELECTRICAL PERMIT APPLICATION. PLEASE READ DIRECTIONS FOR RESUBMITTAL AT THE BOTTOM OF THE CRITIQUE. 1. Provide all permit applications prior to any further review. Fence/wall, electrical, roofing 2. Provide product approvals for the windows and doors that has been reviewed and signed approved by the designer of record. The product approvals submitted do not match the contract or plans. The window submitted is not impact resistant. 3. PROVIDE PRODUCT APPROVALS FOR EACH ALTERED/NEW OPENING THAT MATCH THE PLANS OR HAVE BEEN REVIEWED AND SIGNED APPROVED BY THE DESIGNER OF RECORD. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Norman Bruhn CBO 305-762-4859 STOPPED REVIEW 1 1 r _31toreb t1iCl 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138-2382 Telephone: (305) 795-2207 Pax: (305) 756-8972 DAVID A. DACQUISTO, AICD PLANNING S ZONING DIRECTOR DEVELOPMENT ORDER File Number: PZ -10-12-201238 Property Address: 1550 NE 103rd Street Property Owner/Applicant: Mark LLerena Address: 1550 NE 103rd Street, Miami Shores, FL. 33138 Whereas, the applicant Mark Llerena (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Special site plan review and approval. Front facade improvements, a fence in front yard and an attached pergola at the rear. Whereas, a public hearing was held on December 13, 2012 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Approval is granted for front facade improvements, a fence in the front yard and an attached pergola at the rear. 2) The attached pergola not to exceed in height the height of the eave on the residence. 3) Applicant to obtain all required permits from the Miami -Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami -Dade Department of Health (DOWHRS). 4) Applicant to obtain all required building permits before beginning work. Page I of 2 DO PZ -10-12-201238 Llerena 5) Applicant to meet all applicable code provisions at the time of permitting. b) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. 7) Applicant to provide corrected plans that are consistent with the rendering and to the satisfaction of the planning director. 8) Applicant to provide a landscaping plan that includes plants as indicated on the rendering and to the satisfaction of the planning director. The application with conditions was passed and adopted this 13'b day of December, 2012 by the Planning and Zoning Board as follows: Mr. Abramitis YES Mr. Busta YES Mr. Reese YES Mr. Bruce YES Chairman Fernandez YES Date Page 2 of 2 DO PZ -10-12-201238 Lierena Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: R 1' �"� ` Ut DATE: �' � ' 9 � ❑ Contractor ❑ Owner architect Picked up 2 sets of plans and (other) coa&c�ic Address: 11,17Elt a �� From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to contin,p rmitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: T .- Miami Shores Village g Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Fsc zo Al Permit No. Master Permit No. Permit Type. OWNER: Name (Fee Simple Titleholder): �Ay K— I �'� t �j Phone#; Address: ts�--o l—J 10?-." -<T- city: <T city: bbl`, a -C, 1f org-j State: Zip: _9313 TenantlUssee Name: �}�� Phone#: Email: LAGtrcG 'Iqt A4 GSC - C- r)VA^ JOB ADDRESS: t �'e' (()3 City: Miami Shores County: Miami DadeZip: �' 1 Folio/Parcel#: Is the Building Historically Designated: Yes NO X� Flood Zone: CONTRACTOR: Company Name: Address: i t 0 A e - City: Wn Qualifier Name: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Enginw. Phone#: 7V & 2,9 o sloj- 33/3 Value of Work for this Permit: $ 000 Square Jnear Footage of Work: Type of Work: DAddress alteration ONew UR /R lace DDemolition Description of Work: i �-s �f�Vter'� e /l ` Submittal Fee $ Permit Fee $ CCF $ MCC $ Senning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ • r Y `� d Bonding Company's Com an PP 's Name (if applicable) ' Bonding Company's Address s 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 perfotlme cisa f all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured LUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR COND HERS, 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. IVARNING 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 Signature Owner or Agent Contractor The fo n instrume t was acknMled me this d`� The foregoing instrument was acknowledged before me thisday of , 20 by day of .20 _, by who is Pers V lly kionto me a Aho is personally known to me or who has produced identification and who did take an oath. as identification and who did take an oath. NOTARY PUSLIC: - 7, /' . 1 s NOTARY PUBLIC: Sign: Print: My Commission r.. - is State of Flo —4 r. My Gomm raN - Gomrnlssicm # EE 128S1Assn. Bonded Throuo'+ National Notary APPROVED BY Plans Examiner (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Sign: Print: My Commission Expires: Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER iBUILDER DISCLOSURE STATEMENT NAME: 1 _ �Jl:e DATE: ®f ADDRESS: we Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.CA and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law' requires construction to be lice con' r and have applied for an owner -builder permit under an exemption from the law. The ex tion at , the owner of the property listed, may act as my own contractor with certain restrictions even thou J. of h I '� � Initial. 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed In Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I Wit or substantially improved it for sale or lease, which violates the exemption. Initial 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial �! 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and -by county or municipal ordinance, Initial 7. 1 understand that it is frequent practices of unlicensed personslo have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be heRti liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property.,A � Initial VV 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial `✓ 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building odes, and zoning regulations. Initial L✓ 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloddalicerise.com/dbodoro/dlbrindex.html 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 115 6 pie, l c0 Sr 12. 1 agree to notify Miami Shore Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial f Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. More a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. _fC*1 Was acknowledged before me this 0�-i da of . 20 9 Y By e L l who was personally known to me or who has Produced there License or OWNER tt L tfpwem ct,Puum.. -- °�v Notary Public State 02 looda My Comm. Expires Sep 0 o3, 20151 e Commission # EE 12681Assn. 4T op: Bonded Yhrou9h National Notary Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-191673 Scheduled Inspection Date: May 17, 2013 Inspector: Bruhn, Norman Owner: LLERENA, MARK Job Address: 1550 NE 103 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: APOGEE CONSTRUCTION & DEVELOPMENT CORP euuamg Department comments ADD PORCH ON THE FRONT OF THE HOUSE AND A TRELLIS ON THE BACK Passed Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Permit Number: RC -2-13-340 Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition/Alteration Phone Number (786)981-1301 Parcel Number 1132050310110 INSPECTOR COMMENTS False Inspector Comments CREATED AS REINSPECTION FOR INSP-191488. Phone: (954)5294552 May 17, 2013 For Inspections please call: (305)762-4949 Page 24 of 28 ..... .- � --, rHESS (954) 966-0233 PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT AS REQuIRm BYTLORWA Buu.DING CODE (FBC) 104.2.6 DATE OF TREATMENT: TIME OF TREATMENT: IN 06 APPIdCATO . w� OUT BUILDER NAME: ®' ' �� W. TREATMENT ADDRESS: / 55 0 iv if e 10 3 ;5�. JOB #: LOT: SPRAY & TAMP PRAY ONLY SPRAY # CHEMICA ' �`� MONOLITHIC CHEMICAL: DATE OF TREATMENT: BLOCK: S/F L/F UNIT: RESIDENTIALOMMERCIAL��ON STEMWALL PERIMETER TREATMENT 2 !� GALLONS TIME OF TREATMENT: APPLICATOR: L/F SF L/F GALLONS 33317 954584-8588 1-800-749-8588 FAX.' 954-584-6117 Pry' 3 o- ASN°'t AP 01 one uloI" 74xORt'� In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self -performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Coy of the Conct t be attached) 7 , I I n =!: & PROPERTY OWNER: VV PERMIT ADDRESS: FOLIO NUMBER FLOOD BASE FLOOD ELEVATION:FREEBOARD: EAST OF FL.CCCL: COST .OF PAST IMPROVEMENTS (12 MONTHS): V, COST lOF PROPOSED IMPROVEMENTS: a (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS t and ro s'O (lam VALUE OF PRINCIPAL STRUC (attach appraisal):,;__; `�✓ ' OWNERS SIGNATURE DA TE- � � r Created on June 2009 i n Hurricane Preparations and Pre cautio" s Cancel OR deliveries of building materials to all job sites except for erials to secure budding site from damage. 48-24 Hours Before Landf, ll or (CPA) 1. Building Department stops activities related to field inspeciio except those related to concrete pouring of columns, tie beams, decks, floo and similar $tructural''�Iitems, 2. Cease all construction activity, notify sub -contractors to assist securing the building site, then notify the subs not to return until thethreats of the storm has passed. 3. $eicare the job site, starting with jobs located in the most pop' ted areas and closest to the water, fast. 1'' 4, Clean up all the construction debris and place in safe areas or .�sh. Oompsters and make arrangements with ample time to have them picked up. 5. Band or tie all loose plywood, lumber and roof tiles on roofs. 6. Secure any loose materials as much as possible. 7. Push over the portable toilets and place concrete blocks or sad, bags inside. 24 Hoprs before Landfall or Point of Closest Approach • Colmplete! securing home and prepare family and property for storm event. STURM ffARNINNG►S i Ili T �o watch: Tropical storm conditions o ns are in the watch area: within 36 hours. • Topical rm w,g_rging: Tropical storm conditions are petted in the warning area within 24 hours. • Hurricane watch: Hurricane conditions are possible in he watch area within 36 hours. Your hurricane preparations should well underway. • , ftn icang warning: Hurricane conditions are expected in the warning area within 24 hours. All preparations should be compl t p CUMULATIVE SUBSTANTIAL Il"ROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Ramage Prevention Ordinance the casts of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self- performed), construction supervision and management, and overhead and profit A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contrpet pest be attached) PROPERTY OWNE`RR:. I�. ALIV del l_ — I F-" .°� A PERMIT it _ %r 6 — ADDRESS• -- 16 lam' &1 e i':= I FOLIO NUMBER: FLOOD ZONE: BASE FLOOD ELEVATION: —FREEBOARD -.—EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): �' oc, COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and pro VALUE OF PRINCIPAL STRU (attach apprwW): OWNERS SIGNATURE: DATE: � 3 A _ PLAN REVIEWER SIGNATURE: DATE:— Xf Created on June 2009 *e Apogee Construction and Development Corp. 304 Indian Trace, Suite 503 Weston, Florida 33326 Mark Llerena 1550 NE 103 Street Miami Shores, Florida 33138 Job Description: Entrance Gate, Front Fa;ade & Trellis The following costs are pursuant to Architectural Contract Documents Candela Group, LLC Sheets: L1 Dated 2/15/2013, Al, A2, A3, A4, A5, A6, A7 and A8 Dated 3/6/2013 G2 Consulting Group, Inc. Sheets: S1, S2, S3, S4, S5, S6, S7, S8 and S9 Dated 3/23/2013 Demolition: $1,200.00 Concrete and Forms $25,000.00 Labor and Supervision $20,000.00 Grand Total $48,000.00 Not included: Cost of Plies Windows and Doors Stucco and Paint Date: March 31, 2013 M t MAX MARINE AND FOUNDATION INC. 1323 N 31st Rd Hollvwood Fl. 33021 Mark Llerena Phone 305-785-8682 Fax 954-467-1241 1550 NE 103 St License # 1300075 Miami Shores F1 Date 3/30/13 Job Description each Total Scope of work: Installation of a total of 18 Helical Piles as specified below. 1) Install 18 Helical piles are RS 15 Ton Capacity with a 10" helix, augured to refusal or torque to necessary desired 1) $890 1 x$16,020 compression. Capped with a steel plate as specified in plans. If a depth greater than 20' is necessary to achieve the desired capacity, will be billed separately at $ 35.00 per linear foot for each entire extension. 2) Engineer monitoring, certified, signed and sealed pile log. $450 2) $450 2) $450 3) Exclusions: Engineering layout, including pile locations, elevation, concrete test. Location, protection, removal or replacement of underground obstructions including utilities, building, lighting, sprinklers, A/C unit, water heater, pool pumps, trees etc. Not responsible for any damage to sidewalks/driveways/etc. from equipment placement. The above specifications and conditions are satisfactory and are accepted contingent upon the execution of a contract . Max Marine and Foundation Inc. is authorized to prepare the documents and mobilize crews to begin work upon securing the proper permits. This proposal shall become null and void if not accepted within 60 days. We hereby propose to furnish labor and material -complete in accordance with the above specifications, for the sunn of $16,470 with progress payments to be made as follows: 1) $8,000 50% deposit to be paid upon signing of contract. 2) Final balance due upon completion of job. Max Marine and Foundation Inc Dare accepted: Signature: owner Date accepted: Signature: - Thank you for your business I Total 1$16,470 Any alteration or deviation invoh* extra costs will be treated as a separate contract All agreements contingent upon strikes, accidents, or delays beyond our control. Max Marine and Foundation Inc. to be held harmless for damages resulting from viEwshon, noise ,all fallout, any damage to any and all landscaping„ hidden or buried obstructions, etc. Owner agrees to pay all costs of oollection and reasonable attorneys fees and all other costs associated with collecting the unpaid balance. Unpaid balances shall be charged interest at a rate of 2% per month .(240/o atmually) Estimate C H FA M P (�sioat Home Aad iMarlae Prodacis, Inc. Caribbean Construction and Development, LLC 1oM SW UM wast ahW% R =176 Na„n/Addne Mark Yerena Date Estimate No. Project 04/01/13 246 Item Description Quantity Cost Total PGT Impact Products PGT Impact Products 9,975.38 9,975.38 Supply and install Casement windows and French Doors, Anodized finish, with green glass inside and out All exterior caulk shall be Dow CCF contractor grade. Interior caulk included. Description: 1 - 144 x 96 OX><O French Door FD101 H WINGUARD FRENCH DOOR 6080 AIGRNNHH318 DL NE-2AH21H Size: 71.75W x 95.75H (size code: 6080) Door Swing: Outswing Frame Color: pear Anodize Outboard Glass Color: Green Interlayer Color: CLR Glass Type: 3/8° Lami (1/8° HS - .090 PVB - 3/16°HS) Part to Send: Complete unit Active Handle: PREP Inactive Handle: PREP Standard Center Distance: 4 Overall unit Width: 143.75 SideLite Quantity: 2 Sidelite Height: 95.75 Sidelite lues across: 0 Sidelite Reinforcement: Yes DP Calculated -: 75.00 Testing/Certification to be used for permit: Miami -Dade NOA (in HVHZ) Anchorage: 1/4° ELCO Tspcons Door Label: U -Factor: 1.02 Door Label: Vr: 0.41 Door Energy Star. Does Not Qualify SL Label: SHGC 0.43 SL COG: Vr (use for Turtle Code): 0.72 1 - 38° x 80` French Door Ih 1 - 106 x 50.625 XOX configuration 1/4, 1/3, 1/4. Fixed Total • s Estimate Eft. H AF M P Custom Home And Meft Pmducts, Inc. Caribbean Construction and Development, LLC 10863 Sill 1311111 lit M4 Name/Address 1 Mark Yerena Date Estimate No. Project 04/01/13 246 Item Description Quantity Cost Total casement in mddle Notes: Ag dimensions will be field verified. Permit fees not included and are established by city. Engineering and expediting plans through city not included. Any unforseen or hidden conditions will be quoted separately. Window bucks, if required, not included Terms: 50% deposit with order, 40% on delivery, 10% upon completion of Installation. Accepted ----------- by Date Ag terms and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payments will be made as indicated above. All materials remain property of Custom Home until fully paid. In the event litigation is necessary, the undersigned agrees to pay all related fees. The person signing this proposal personally guarantees payment. All work will be done in a workman like manner according to standard industry practice. Any additional work or alteration from original proposal will constitute a change order and will be performed after written order and wig be a charge over the original proposal. Custom Homes Is a Total • IYE Estimate i.HAMP Custom Horne And litauine PWiluds, Inc. Caribbean Construction and Development, LLC 10885 sw ISM swat Mkin), R 33176 Name/Address Mark Yerena Date Estimate No. Project 04/01/13 246 ROM Dawriptlon Quantity Cost Total vendor and any reference as to contractor or sub contractor will be revised to vendor. Custom Home will not be held responsible for any delays caused by strikes, ads of nature or accidents beyond our control. We carry Workmans Comp and Uability Insurance but owner to carry adequate insurance. Customer and/or Contractor awee not to solicit or be solicited by any employee of Custom Home for this or any other project directly or Indirectly for a period of 3 years from date of contract and as premed by the laws of the state of Florida. Total $9,975.38 ALL STATE All State Engineering & Testing Consilltantsr Inc. ENGINEERING _ TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES-CHEMISTS-DRILLINI;-ENVIRONMENTAL SERVICES Revised March 20, 2013 - February 10, 2012 Mark Lierena 1550 NE 103 Street Miami Shores, FL 33183 RE: Subsurface investigation for proposed Trellis Front facade and privacy wall to be located at 1550 NE 103 St, Miami Shores, FL Dear Sir Pursuant to your authorization, All State Engineering & Testing Consultants, Inc.(ASET::), conducted a subsurface investigation at the above referenced project. The investigation was performed on February 9, 2012. The purpose of the investigation was to develop preliminary information about the site and the subsurface conditions existing in the vicinity of the proposed swimming pool location in order to evaluate site preparation procedure and foundation design criteria. To achieve the desired objective one (1) standard penetration test boring was performed and the log is enclosed in this report. TEST METHOD: The borings were conducted in accordance with procedures outlined for standard penetrations test and split spoon sampling of soils by ASTM Method D-1586. A two (2) feet two (2) inches O.D. Split Spoon Sampler was driven into the ground by successive blows with 140 Ib. Hammer dropping thirty (30) inches. The soil sampler was driven two (2) feet at a time then extracted for visual examination and classification of the retained soil samples. The number of blows required for one (1) foot penetration of the sampler is designated as "N" (known as the standard penetration resistance value). The "N" value provides an indication of the relative density of non -cohesive soils and the consistency of cohesive soils. Suitable corrections are applied to this number in order to include the effects of soil overburden pressure and other factors. A general evaluation of soils is made from the established correlation between "N" and the relative density or consistency of soils. This dynamic method of soil testing has been widely accepted by foundation engineers and architects to conservatively evaluate the bearing capacity of soils. A continuous drilling and sampling procedures was used therefore, the samples were taken at intervals of two (2) feet or at every change in soil characteristics. The types of foundation material encountered have been visually classified and are described in detail in the boring logs. The results of the field penetration tests are presented in the boring logs in numerical forms. The average ground water level at the site was found at five (5) feet, zero (0) inches, below the existing surface (see logs). Fluctuation in the observed ground water level should be expected due to seasonal climatic changes rainfall variation, surface water run-off and other, specific factors related to the site in question. ALTERNATIVE I: TYPE B HELIX PIER: HELICAL PILES: Helical piles are first feasible alternative. The capacity of these piles is essentially developed in tip bearing and _ _--_."1.�Ifest 7sSreet H(aleah; Florida; 33016 Ptiat�e Page 2 —Revised March 20, 2013 February 10, 2012 Mark Uerena A side friction. When these piles are installed or socketed into place, they will "lock into" the rock and sand strata thereby providing adequate bearing capacity. The analysis for this foundation alternative consisted of determining a pile capacity for specific size and depth of installation. Size Proposed Tension Compressive Dia Len hft Capacily Bearing Capacity Type B. Pier 3.5" 20' 5 tons 15 tons A minimum of three (3) indicator piles should initially be driven (installed) at strategic locations in order to verify the suggested pile length. The piles must bear upon 'tan cemented lime sand' strata. The entire pile driving (installation) operation should be properly monitored and performed in accordance with the relevant local and state requirements. ALTERNATIVE II: PIN PILES: Pin piles are another feasible alternative. The capacity of these piles is essentially developed in tip bearing. The analysis for this foundation system consisted of determining a pile capacity for specific pile size and depth of installation. The relationship obtained is as follows: SIZE PROPOSED LENGTH ALLOWABLE BEARING CAPACITY 3" 20' 5 tons A minimum of three (3) indicator piles should initially be driven (installed) at strategic locations in order to verify the suggested pile length. The piles must bear upon 'tan cemented lime sand' strata. The entire pile driving (installation) operation should be monitored and performed in accordance with the relevant local and state requirements. The proposed length is based on the existing surface at the time of drilling. FOUNDATION RECOMMENDATIONS FOR 42" HIGH PRIVACY WALL: Our recommendations for foundation of the front addition to be constructed: 1. Excavate entire building area plus 5'-0" outside the perimeter of construction and remove all top soil and unsuitable subsurface material to the necessary depth. We anticipate an average excavation depth of approximately two (2) foot six (6) inches. 2. Compact excavated area to a minimum compaction of 98% of the optimum dry density as per AASHTO T-180. Verify densification procedures by taking an adequate number of field density compaction tests. The excavated area should be inspected prior to the commencement of the backfilling operation to ensure that all the unsuitable material has been removed. 3. Backfill building area, plus 5'-0" outside the perimeter of the structure to the required elevation with a clean mixture of sand and lime rock fill (or approved fill material) in compacted layers not to exceed twelve (12) inches in thickness. Compact each layer to a minimum of 98% of the optimum dry density as per AASHTO T180. Verify densification procedures by taking an adequate number of field density tests, especially by the footing area. 4. Excavate footing trenches to the required depth from the ground elevation. 5. Compact the bottom of the footing trench to a minimum compaction of 98% of the optimum dry density as per AASHTO T-180. Verify densification procedures by taking an adequate number of field density compaction tests. Hialeah, Florida: 33016 Phan -30 W Page 3 —Revised March 20, 2013 February 10, 2012 Mark'Uerena DESIGN RECOMMENDATIONS FOR 4211HIGH PRIVACY WALL: The above foundation recommendation having been achieved and verified we anticipate that the foundation and footings may be appropriately proportioned for a safe soil bearing capacity not to exceed 2000 pounds per square foot (psf). The use of spread footings and single column pads is suggested. A monolithic slab foundation may also be adopted. CONCLUSION: Regardless of the thoroughness of our geotechnical exploration there is always a possibility that conditions on the subject property (site) may be different from those at the test locations. Therefore, ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. is not responsible for any sub -soil conditions different from those reported in our boring logs. This report was prepared exclusively for the use of Mark Llerena. The conclusions provided by All State Engineering & Testing Consultants, Inc. are based solely on the information presented in this report. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to have been of service to your company. Please feel free to contact us if there are any questions or comments pertaining to this report. Sincerely yours, Waseem Quadri, P.E. # 51481 Prepared By All State Engineering -And Rajesh Sharma Testing Consultants, Inc. , v_ ar 280 West 7! iStreet % HZaleahi= Florida. 33016 , .Phone:305 888.3373 Fad 308887443 ALL STATE All State Engineering & Testing Consultants, Inc. ENGINEERING TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES -CHEMISTS -DRILLING -ENVIRONMENTAL SERVICES 2380 West 78s' Street, Hialeah, Florida. 33016 / Phone: 305-888-3373 Fax: 305-888-7443 TEST BORING REPORT CCaENT ; Mark Llerena +Ord�rNq,. AbDRESS 1550 NE 103 Street Miami Shores, FL PRQ El e ; }, SFR- Addition of Pool Hole Noy B-1 AD0RE85 .4 1550 NE 103 St Miami Shores FL Date 02/09/12 10WION . 10' west from existing house Driller DEPTH . y f3E5GRIPTtQN OFMATF�AI.$ ,, 4y 35 . .. . t,...: p .. xs �....... § � C^Imm1�r blow `N"` ort` . 1 0'-0" to 0'-2° top soil 0'-2° to 8'-0" tan medium silica sand with some rock 0'-2' 2'-4' 4'-6' 6' 8' 8'-10' 10'-12' 12'14' 14'16' 16'-18' 18'-20' 20'-22' 27-24' 24'-26' 26-28' 28'-30' 6 8 5 4 3 4 7 5 4 2 8 11 13 10 36 22 30 26 28 27 21 36 22 25 28 31 39 40 41 41 7 7 15 4 5 8 4 6 8 6 4 11 3 5 5 9 12 20 10 17 20 31 23 53 25 27 51 26 23 53 30 31 66 28 27 53 32 36 63 41 43 81 40 42 81 2 3 4 5 6 7 8 9 8'-0° to 15'-0" gray medium beach sand with some rocks and shells 10 11 12 13 14 15 16 15'-0° to 18'-0° gray fine beach sand with some shells 17 18 19 18'-0° to 30'-0° tan cemented lime sand and lime stone 20 21 22 23 24 25 26 27 28 29 30 31 End of boring @ 30'-0" 32 WATER LEVEL: 5'-0° below surface At Date: 02/09/12 Respectfully Submitted, aseem Quadri, P.E.9 51481 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements. Conclusions or extracts from or regarding our reports is reserved pending our written approval. G2 Consulting Group,lnc. y Ilk. ROBERT T. GARCIA, P.E 9725 SW 4 th TERR., Miami, Florida 33174 PH (788)2940032, Fax (786)2940032 Lic # 51370,CA 25882 BY: RG DATE:3/27/13 SUBJECT:Llerena Res CHECK BY:RG DATE3/27/13 Miami Shores, Florida CALCULATION TITLE SHEET APR 0 3 1013 (2)t - Sob Name: EXTERIOR REMODELING (NEW CABANA, NEW FACADE, NEW PRIVACY WALL) Client: Mr. MARK LLERENA 1550 ne 103 th STREET MIAMI SHORES, FL 33138 Sob Type: RESIDENTIAL Building Code :.F.B.C.-2010-Edition Building Dept: Miami Shores The undersigned hereby certifies that the enclosed structural calculations were prepared either by myself or under my direct supervision. For the computer runs, if any, input was prepared and the output data analyzed and interpreted in the same, manner prior preparation of the construction documents. Therefore, I accept professional responsibility for my interpretation of any computer outputs. G2 Consulting Group,lnc. V r ROBERT T. GARCIA, P.E 8725 SW 4 th TERR., Miami, Florida 33174 PH (786)2940032, Fax (786)2940032 4 Lic # 51370,CA 25882 INDEX I - WIND PRESSURES FOR C&C 2 to 5 11 MWFRS ANALYSIS (CABANA) 6 to 20 III ANALYSIS & DESIGN OF RAFTER 21 to 37 CONNECTION AT CABANA IV DESIGN COL 1 AT CABANA 38 to 39 V- CHECK GRADE BM GB -1 40 to 41 V DESIGN ALUMINUN SLATS 42 to 45 VI DESIGN CONT. FTG AT ENTRY PRIVACY WALL 46 to 49 a f '? G2 Consulting Group, Inc. , ROBERT T. GARCIA, P.E 9725 S.W. 4 Ih TERRA Miami, FL 33474 LIC# 51370, CA 25882 Phone/Fax: (786) 2940032 WIND LOADS PER ASCE?--10 EXPOSURE :D Roof angle: (713eg.) < 8 < = (27 deg ) Roof angle:4 �= 12 = 175 mph Job: LLERENA Res Sheet No: Z of Calc. by: RG Date:03/24/13 Checked by :RG Date:03/25/13 0:= atan(slope) 0 = 18.435 -deg Mean hight �h := 11ft Topographic Factor Kzt := 1.0 Velocity pressure Exposure 2 2 h of 15a Kz = i (h < 15ft), 2.01•(Z9) 2.01• g Wind Directionality Factor Kd := 1.0 Basic Velocity Pressure qh := 10.00256•Kz•Kzt•Kd•(V)2]•psf qh = 80.77•psf a:= 11.5 Kz =-L'03 zg:= 700 I '? G2 Consulting Group, Inc. ROBERT T. GARCIA, P.E 9725 S.W. 4th TERR, Miami, FL 33474 1 LIC# 51370, CA 25882 Phone/Fax: (786) 2940032 Door Pressures for building h<60ft Negative :zone4 2 .= 21ft Gcp4 :_ —1.2766 + 0.1766-log( .1766•log 2 Gcp4 = -1.043 ft P4 gh'[GcP4 - (--Ci-?i)]•0.6 ps Negative: zone5 GIPS:_ -1.7532 + 0.3532•log 2 GCPS = -1.286 fi P5:= gh•EGcP5 - (-GcPi)]•0.6 p5 =71,OSS.ps positive :zone4 & zones 2 .= 21ft Gcp4.5 := 1.1766 — 0.1766 -log 2 Gcp4.5 = 0.943 ft P4.5 gh'EGcP4.5 + (—GoPi)]•0.6P4s,'— 54.4 7 Ps Job: LLERENA Res Sheet No: 3 of Calc. by: RG Date:03/24/13 Checked by :RG Date:03/25/13 Gcpi :_ —0.18 F C "t 't G2 Consulting Group, Inc. ROBERT T. GARCIA, P.E 9725 S.W. 4th TERRi Miami, FL 33174 LIC# 51370, CA 25882 Phone/Fax: (786) 294-0032 window Pressures for buildinsa h<60ft Negative :zone4 A:= 10w AW -1.2766 + 0.1766-log(A ft2 gh•[Gcp4 - (-Gcpi)]•0.6 Negative: zone5 1.7532 + 0.3532-log(A �'_ -ft2 gh•[GCP5 - (-Gcpi)]•0.6 positive :zone4 & zone5 A.= low �nn� 1.1766 - 0.1766-log(A tiNv�iiln+�n'ft2 ,moi= 9h•[GCP4.5 + (-Gcpi)]•0.6 Gcp4 = -1.1 P4 6�.031•ps GCP5 = -1.4 p� -76.57 ps GCP4.s = 1 p45 57.1.85•ps Job: LLE NA Res Sheet No: of Calc. by: RG Date:03124/13 Checked by :RG Date:03125/13 4 r f st G2 Consulting Group, Inc. ROBERT T. GARCIA, P.E 8725 S.W. 4Ahh TERRA Miami, FL 33174 LIC# 51370, CA 25882 Phone/Fax: (786) 294-0032 window Pressures for building h<60ft GARAGE 2 := 24ft -1.2766 + 0.1766.109 2 Gcp4 = -1.033 ft moi= 9h•[GcP4 - (-Gcpi)]•0.6 p4 = -58.777 ps 2w.= -1.7532 + 0.3532 -log A Gcp5 = -1.266 .2 = gh•EGcp5 - (-Gcpi)]•0.6 iN -70.062•ps Positive :zone4 & zone6 1.1766 - 0.1766•log 2 GCP4.5 = 0.933 ft gh'[GCP4.5 + (-Gcpi)]•0.6 1i4 = 53.931 ps Job: LLER�NA Res Sheet No: of Calc. by: RG Date:03/24/13 Checked by :RG Date:03/25/13 r r G2 Consulting Group Inc. Robert T. Garcia P.E. 8725 SW 4thTerr Miami FL 331,74 Lic # 51370,CA 25882 Phone/Fax :(786) 284-0032 WIND LOADS PER ASCE?--10 EXPOSURE :D cabana JOBNARJ� LLERENA SHEET �a OF CAI -C. BY: RTG DATE:3/18/13 CHECK BY :RTG DATE:03/18/13 V 175 mph mean height of building hZ .: ft 13 4 �.— 12 6 := 18.4deg Topographic Factor Kzt .= 1.0 Velocity pressure Exposure 2 2 hZ ot ac Kz := if (hZ < 15ft) , 2.01 X (zg) 2.01 x Z g Wind Directionality Factor Kd := 1.o Basic Velocity Pressure qZ :=10.00256 x Kz X KA x Kd x (V)2] x psf qZ = 80.77 x psf O::= 11.5 Zg := 700 r r +r '� G2 Consulting Groupdnc. Robert T. Garcia P.E. 9725 SW 4th Terr Miami FL 33174 Lic # 51370,CA 25882 Phone/Fax :(786) 2940032 -Condition: Open Building with Pitched Roof qh := qz qh = 80.77 x psf ,a:= 0.85 For: 6 < 45deg 9=18.4xdeg Load Case A: CnwA = 1.1 CnIA := —0.15 pnw := qh x G x CnwA x 0.6 pnj qh x G x CnIA x 0.6 Load Case B: CnwB := 0 CnIB := —0.95 p4jw qh x G x CnwB x 0.6 := qh x G x -Cn B x 0.6 Worst Condition := 45.31pS JOBNA LLERENA SHEET OF CALC. BY: RTG DATE:3/18/13 CHECK BY :RTG DATE:03/18/13 pnw = 45.31 x psf pnj = —6.18 x psf pnw = 0 x psf pnj = —39.13 x psf e t G2 Consulting Group Inc. Robert T. Garcia P.E. 9725 SW 4th Terr Miami FL 331°74 t.ic # 51370,CA 25882 Phone/Fax :(786) 2940032 Walls pressures: L:= 13.17ft Windward wall pressure : -Leeward wall pressure: qh = 80.77 x psf B := 35ft Cpwindward = 0.8 Cpleeward —0.5 qz = 80.77 x psf pwindward := qz x G x Cpwindward x 0.6 pleeward := qh x G x Cpleeward x 0.6 L B = 0.376 JOB:MARK LLERENA SHEET t OF CALC. BY: RTG DATE:3/18/13 CHECK BY :RTG DATE:03/18/13 := 0.85 Pwindward 32.95 x psf Pleeward 120.6 x psf -Horizontal Forces on wooden diaphragm : htributary 17ft Tributary area for central frame hie = 1.5ft FH1 (Pnw — Pnl) x hie x htxibutary Horizontal force from roof FHl = 131 x kip �A t f xT G2 Consulting Group Inc. Robert T. Garcia P.E. 9725 SW 4th Terr Miami FL 33174 Lic # 51370,CA 25882 Phone/Fax :(786) 294-0032 hwall := Oft FHwall (pwindward — pleeward) x hwall x btributary rHwaU= 3.64 x kip ft FHdiaphragm := FH1 + FHwall x 7.5 9.5ft FHdiaphragm = 4.19 x kip -Gravity Loads on the wooden diaphragm: DL := 30psf gravity := DL x b nbutary gravity = 0.51 x, kip.ft JOB:MARK LLERENA SHEET OF CALC. BY: RTG D TE:3/18/13 CHECK BY :RTG DATE:03/18/13 Horizontal force from the wall Results for LC 5, 1.2d1+1.611 ROBERT T. GARCIA, PE LLERENA RES GAZEBO FRAME Mar 27, 2013 at 8:10 AM gaaebo diaphregm.r3d T %5 T Basic Load Cases BLC . tion C aftory XGravitv YGravitv ZGravitv Joint Point Distributed Area Me... Surface ... 1 DEAD LOAD DL 1 -1 2 2 LIVE -LOAD LL 2 3 WIND WL 1 1 Load Combination Design r'l—rinfinn ASIC f%n ARIL Sar iro 14n4 0n16r4 (`nlrl 9:^ marl 1A/nnrl f ^nrra4a Meen.... C....fi..we 1 WL Yes Yes Yes Yes ---------- Yes - ----- - Yes 2 0.6dl+wl _ Yes Yes Yes Yes COnc5OOONW Yes 3 O.gDL+1.6WL Yes Yes Yes Yes Yes Yes 4: d1+11 Yes Yes Yes Yes Yes Yes 5 1.2dl+1.611 Yes Yes Yes Yes Yes Yes Load Combinations rlacnrinfinn Snlaa Dn SR RI C Car4nr RI R Rar4nr RI R Far4nr RI (`- Car4nr RI (`- Can4nr RI C Can4nr RI (% Carf..r MI r C-4— Member Primary Data I ahol I Jnin4 -1 Jnin4 • K Jnin4 Rn4a4a/rl 3ariinn/Ahar a Tuna naeinn 1 iaf Material naeinn D. d 1 M1 N1 N7 COLUMN Column Rectangular ---------- Conc5000NW ---- -- - ------ T ical M2 N2 -; N8 COLUMN Column Rectangular COnc5OOONW T ical 3 M3 N7 N6 BEAM Beam Rectangular Conc5000NW T ical 4 M4 N6 N8 BEAM Beam Rectangular Conc5000 w T%f cat Member Advanced Data 1 ahal I Rclaaca I Rnlaaca I A#ca+rinl -1 fWaafnn7 T/(_ ()nl.. Dh-1-1 T^RA I ... f.... 1 M1 Yes 2 M2 Yes 3 M3 Yes 4 4, Yes RISA -3D Version 8.1.0 [ZAMARK LLERENAXmark res\gazzebo diaphragm.r3d] Page 2 �%x -6.885k -6.885k Loads: BLC 1, DEAD LOAD Results for LC 5, 1.2d1+1.611 ROBERT T. GARCIA, PE LLERENA RES DEAD LOAD l 11 Mar 27, 2013 at 8:10 AM gaaebo diaphragm.r3d -3.06k -3.06k Loads: BLC 2, LIVE LOAD Results for LC 5, 1.2d1+1.611 13 ROBERT T. GARCIA, PE I LLERENA RES I Mar 27, 2013 at 8:11 AM LIVE LOAD I gaaebo diaphragm.r3d pgrwBeiydelp ogeaeB Wd L VS 48 £ 60Z `LZ aBW GVO I ONIM S3N `dN3N311 3d `VIOadJ *11N380N 119' L+IPZ' l 'S of io; $31nsoa ONIM `B 0113 :speol MWE UVL X% A Results for LC 5, 1.2dl+1.611 ROBERT T. GARCIA, PE I LLERENA RES I Mar 27, 2013 at 8:12 AM MEMBERS I gaaebo diaphragm.r3d �%x Member Length (ft) Displayed Results for LC 5, 1.2dl+1.611 ROBERT T. GARCIA, PE LLERENA RES Ileo Mar 27, 2013 at 8:12 AM gaaebo diaphragm.r3d 3.1 Results for LC 2, 0.6dl+W Reaction units are k and k -ft � ROBERT T. GARCIA, PE � LLERENA RES JOINT REACTIONS 7.7 -1.9 /17- Mar 27, 2013 at 8:14 AM gaaeho diaphragm.r3d 'x Company Mar 27, 2013 �d Designer ROBERT T. GARCIA, PE 8:14 AM Job Number : I I LLERENA RES Checked By: / Joint Deflections (By Combination) I r. .Ininf I nhal X finl Y finl 7 finl X Rnfatinn frndl V Rnfnfinn froril 7 Rnfafinn rmfn 1 2 N1 0 0 0 0 0 0 2 N2 0 0 o a ;o a 3 2 N6 .149 .005 0 0 0 3.261 e-4 4 2 N7 _ .151 0 0 0 0 -5.24 e-4 5 2 N8 .147 -.002 0 0 0 -9.336e-4 RISA -3D Version 8.1.0 [ZAMARK LLERENA\mark res\gazzebo diaphragm.r3d] Page 1 Y �T,x 7 N8 .212, 2 0.1 1 -.1 12 12 Results for LC 4, dl+ll Reaction units are k and k -ft ROBERT T. GARCIA, PE LLERENA RES Mar 27, 2013 at 8:15 AM JOINT REACTIONS gaaebo diaphragm.r3d Company Mar 27, 2013 02V Designer ROBERT T. GARCIA, PE 8:17 AM Job Number I 1 LLERENA RES Checked By: A) Concrete Column Deshan Results RISA -3D Version 8.1.0 [ZAMARK LLERENA\mark res\gazzebo diaphragm.r3d] Page 3 G2 Consulting Group Inc. Robert T. Garcia P.E. 9725 SW 4th Terr Miami FL 33M74 Lic # 51370,CA 25882 Phone/Fax :(786) 294-0032 WIND LOADS PER ASCE7--10 EXPOSURE :D JOBWARK LLERENA SHEET 22—OF CAI -C. BY: RTG DATE:3/18/13 CHECK BY :RTG 5ATE:03/18/13 V:= 175 mph mean height of building hz:= 13ft 3 �.= 12 6 := 18.4deg Topographic Factor Kzt .= 1.0 Velocity pressure Exposure 2 2 hz a CX KZ := if (hz < 15ft) , 2.01 X Z , 2.01 X ft g Z9 Wind Directionality Factor Kd .= 1.o Basic Velocity Pressure qZ :=10.00256 x Kz x Kzt x Kd x (V)2] x psf yZ = 80.77 X psf Ot := 11.5 Zg := 700 , '• G2 Consulting Group Inc. Robert T. Garcia P.E. 9725 SW 4th Terr Miami FL 33174 Lic # 51370,CA 25882 Phone/Fax :(786) 294-0032 C&C -Condition: Open Building with Pitched Roof qh = soap x psf G:= us For: 0 > lodeg See Figure 30.-2: a := A a2 = 9 ft2 42 = 36 fit Actual Effective Area: JOB:MARK LLERENA SHEET `L OF CALC. BY: RTG DATE:3/18/13 CHECK BY :RTG DATE:03/18/13 0=18.4xdeg J:= 2ft spacing between trusses 13 := 6ft zone 3 A3 := 13 x s Effective area zone 2 In this case: S < A3 <— 4a Zone 3: CN1 := 1.7 C'N1 .= —1.7 CN2 := 2 C'N2 := —1.4 For: 0 = 18.4 x deg for : 01 := 15deg for : 02 := 3odeg A3 = 12 ft2 > G2 Consulting Group Inc. Robert T. Garcia P.E. 9725 SW 4th Terr Miami FL 33174 Lic # 51370,CA 25882 Phone/Fax :(786) 2940032 CN1 — CN2 01-02 CIN := C'N1 + C'N1 — C'N2 pnw3 qh x G x CN x 0.6 JOB:MARK LLERENA SHEET ' OF CALC. BY: RTG DATE:3/18/13 CHECK BY :RTG DATE:03/18/13 CN = 1.768 x (e - 01) CN- 1.632 pnW3 = 72.83 x psf zone 3 ROBERT T. GARCIA, PE GqG LLERENA RES Mar 27, 2013 at 8:02 AM • t Basic Load Cases Load Combination Design rlanrri�N— ACIC r`n OR11= Can•ira Wf%+ RAIM r`_ Iei F'nrmorl W^m rnnrm+a Macon— Fnntinnc 1 BLC Descri tion Category X Gravity Y Gravitt Z Gravfty Joint Point Distributed Me... Surface ... 1 DEAD LOAD DL 1 -1 2 2 LIVE LOAD - LL 2: 3 WIND WL 2 Load Combination Design rlanrri�N— ACIC r`n OR11= Can•ira Wf%+ RAIM r`_ Iei F'nrmorl W^m rnnrm+a Macon— Fnntinnc 1 WL Yes YesYes Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factoi Yes Yes Yes 2; 06th+wi Yes - Yes j Yes Yes Y s Yes 3 dI+II Yes Yes Yes Yes Yes Yes Load Combinations Deagn 'on Solve PID ... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factoi 1 WL Yes Y WL 1 2, 0.61+wl Yes I DL .6 WL T 3 dI+II Yes I DL 1 LL 1 Member Primary Data Member Advanced Data Envelope Member Section Deflections Mamhar Car v rinl I r: v rinl I r: i rinl I C v Rntafa I C W I N I R /nl I /, Rs 1 C Envelope Wood Code Checks RISA -31) Version 8.1.0 [ZAMARK LLERENA\mark res\RAFTER.r3d] Page 1 x -.06k/ft -.06- 7' 1 5 Loads: BLC 1, DEAD LOAD ROBERT T. GARCIA, PE LLERENA RES Mar 27, 2013 at 8:03 AM DEAD LOAD RAFTER.r3d -.06kfft� Loads: SLC 2, LIVE LOAD ROBERT T. GARCIA, PE -.06klft LLERENA RES LIVE LOAD Mar 27, 2013 at 8:03 AM RAFTER.r3d ��x • Loads: BLC 3, WIND ROBERT T. GARCIA, PE LLERENA RES WIND LOAD Mar 27, 2013 at 8:04 AM RAFTER.r3d � f t t ' i T, X 6. 67 7 1 5 Member Length (ft) Displayed ROBERT T. GARCIA, PE LLERENA RES Mar 27, 2013 at 8:04 AM RAFTER.r3d Y M'► ti12 7 1 5 ROBERT T. GARCIA, PE LLERENA RES Mar 27, 2013 at 8:05 AM MEMBER LABELS RAFTER.r3d X 0.2 7 1 5 0.9 0.9 Results for LC 3, dl+ll Reaction units are k and k-ft ROBERT T. GARCIA, PE LLERENA RES Mar 27, 2013 at 8:06 AM REACTION AT SUPPORTS RAFTER.r3d G2Consulting GroupInc. Job: Mark LLerena Robert T. Garcia Sheet No:1;—of 8725 s.w. 4 th TERR. , Calc by:RG Date:03/21/13 Miami, FL 33174 Check by: RG_Date:03/21/13 RAFTERS CONNECTION: DATA: Rafter 4"x10" SP Na 2 Two Steelplates th=1/4° SP Not F=, 0.5 b:= 3.5in standar section h:= 9.25in -Connection Table 8.3B NDS :Bolt Deslan Values (Z) for Double Shear(three member) tm := 3.5in Main Member it, := 4 in Side member (steel plates) D:= 5 in Diameter of bolt n:= 2 Number of bolts 8 Zperan := 23501bf Allowable parallel shear force Zperp := 14201bf Allowable perpendicular shear force From RISA program: From Gravity Load: Ng := 3481bf Axial Compression force due gravity load Vg := 3821bf Shear force due gravity load Ftotwg := TNg2 + Vg2 Total gravity load Ftotalg = 517 1b V 09 = atan g Ng 09 = 47.667 x deg Zpamu x Grp __ [Zpa=U x (sin (0j)2 + Zperp x (cos(0g))2] checkg := if(n x Zeg �: Ftotag, "ok" , "not good" 2 eg =1731 x Ibf per bolt chec�_ _ = ' ok" • n � n G2Consulting Group: Inc. Job: Mark LLerena Robert T. Garcia Sheet No:,4of 9725 s.w. 4 th TERR. , Calc by:RG Date.03/21/13 Miami, FL 33174 Check by: RG_Date:03/21/13 From Wind Load: N,:= 2791bf Axial Compression force due wind load V,:= 4491bf Shear force due wind load Ftotaj. := JNw2 + Vp,2 Total wind load Ft,tajw = 529 1b Va. ea, := atan — Nw Ow = 58.144 x deg ZpamH x Zperp zo" : IZOIMH ( 1 2 2 � =1596 x Ib1P x �sin�ew)) + �rP x (Cos(ew)) checkw := if(n x Z©w z FtwW, "ok" , "not good") „ -�� checkw = ok note: use 2- 5/8 mb thru a307 at ea rafters per bolt ! i G2Consulting Groups Inc. Robert T. Garcia 9725 s.w. 4 th TERR. Miami, FL 33174 WEDGE ANCHORS Section 1/S-4 1Data anchor diam. �.=5/8in 1 Actual tension and shear 'P..:= 9491bf Actual Tension Va, := 5110 Actual Shear 2 Allowable tension and shear T,; := 28701bf Allowable tension force 48851bf Allowable shear force ed := 4im Edges distance sb, = S:Sim Bolt spacing 3 Adjusted factors 3.1 Adjusted factor for edge distance emb: 4in emb min embedment Rfe := ed edmax Rfe = 0.571 3.2 Adjusted spacing factor Sb. �.:_ sbnm R& = 0.531 Job: Mark LLerena Sheet No: Ig' Calc by:RG Date:03/21/13 Check by: RG_Date:03/21/13 Load combination .6DL + e ,= := 1.75x emb e.dmax max edge distance sbmas := 4 x emb Max spacing n:= 2 Number of bolts anchors 9 Sb @d TB e ,= := 1.75x emb e.dmax max edge distance sbmas := 4 x emb Max spacing n:= 2 Number of bolts anchors 1 G2Consulting Group. Inc. Job: Mark LLerena Robert T. Garcia Sheet No: 4 of 9725 s.w. 4 th TERR. ' Calc by:RG Da a:03/21/13 Miami, FL 33174 Check by: RG_Date:03/21113 3 Combined tension and shear forces 5 Ps. 3 Ea :_ (T.. x Rfe x R& x n Ea = 0.364 5 V 3 a (V..xRrexi xn Check := if ,E,,, < 1, "ok "no good" Cheek "ok" Note: Use 2=5/8" diam. 4" emb HILTi K K BOLTS 3 WEDGE ANCHORS 1Data Load combination anchor d!am �.=5/8in 1 Actual tension and shear 01bf Actual Tension � 2451bt+ Actual Shear 2 Allowable tension and shear :ikOlbf Allowable tension force w�i401;51bi' , Allowable shear force G2Consulting Group. Inc. Job: Mark LLerena Robert T. Garcia Sheet No: of 9725 s.w. 4 th TERR.' Calc by:RG Da e:03/21/13 Miami, FL 33174 Check by: RG_Date:03/21/13 3 Adjusted factors 3.1 Adjusted factor for edge distance ed edum Rfe = 0.571 3.2 Adjusted spacing factor Sb. • sbmm Rk = 0.531 3 Combined tension and shear forces 5 5 Ps. 3 Va. 3 _ "'" Ta, x Rfe x R fg, x n + Va x Rfe x R fs x n Ea = 0.016 Check := if Eg, <_ 1 "ok" , "no goad" MAMA~ ate Use 2=5/8"°diem: 4" emb` . H ILII KV1r K BOLTS 3 CHECK COL 1 a%f_If COLUMN SECTION: b:= 12in h:= 12in AM "A cover := 1.5in Ate:= 0.88 M2 at top & bottom (4 bars # 6: 2 at top & 2 at bottom) MATERIAL SPROPERTIES: fc:= 5000psi Concrete compression ,&;= 60ksi Steel Yield stress Pn On Nul 0 10 20 30 40 50 60 70 80 90 100 110 120 Mn+ )Mn+ Mul -Factored Internal Forces: -From RISA Program: 7.251dp h".= 22.55kip•ft 37 se 4 bars # 6ve -CHECKING SHEAR FORCE: 'Vu';- 4,67kip Max Factored Shear Force (From RISA Program) 4hsh 0.751 d:= h - cover d_=10.50•in effective depth Vc:= 2•Q psi•fc)•b•d Vc= 17.82 -kip OVc :='Osh-Vc 4Vc=133&kip OVc — = 6.68 -kip 2 spacing := if(V„ S to cc ,12in, 2 ) spacing = 12.00 -in Se stlrru s# 3ffll;jl check 04 under bending moment from col 1 -Column Bending Moment at foundation : Mu:= 27.87kip•ft Factored Bending Moment at column support ( From RISA Program) • check 04 under bending moment from col 1 -Column Bending Moment at foundation : Mu:= 27.87kip•ft Factored Bending Moment at column support ( From RISA Program) bbwm := 14in Wide of grade beam h bwIm:= 18in Depth of grade beam er ,-= 3.5in := hgradebeam - cover Effective depth of grade beam d = 14.50• in fes;= 5000psi compression concrete of grade beam i;= 0.80 (0b:= 0.85 Rn := M„ Rn = 0.02673 4)b -f c'bgradebeam'd2 (1 - 1 - 2.36•Rn) W:= w = 0.02717 1.18 P:= w f c p = 0.002264 Pmax := 0.319 0 1 -•Pc Max = 0.021267 pmin := 0.0033 Ptegtired := 9999 if P z Amax nia�p, Pmin) if p < Pmax pmguired = 0.00330 T1 A;.= Preq"'red-bgradebeaa''hWadebeam (p 2 bars #6 _4_j'— G2 Consulting Group,lnc Robert T. Garcia, P.E 9725 SW 4TERR MIAMI FL 33174 PH/FAX:786-2940032 ' LIC:51370 WIND LOADS PER ASCEM 0 EXPOSURE :D Aluminum 2x6x3/8" slats := 175 mph Mean high h:= 11ft Topographic Factor Kzt := 1.0 Velocity pressure Exposure 2 2 h Kz := if (h < 15J , 2.01 x 151 2.01 x ft C4/ Wind Directionality Factor Kd := 0.85 Basic Velocity Pressure qhh := 10.00256 x Kz x Kzt x Kd x (D21 x g_sf gh = 68.65 x �sf JOB:MARK LLERENA SHEET:of CALC:RG DA '63/26/13 CHECK:RG DATE:03/26/13 6=1.03 ;,; Calculate wind pressure against aluminum slats: see fig 29-4-1 G : gust effect factor from Section 6.5.8= 0.85 B:= 16ft A:= 2ft Solid sign dimensions A;.= B x s A = 32 ft2 Sign Area A�.= lift Sign level height ° G2 Consulting Group,lnc Robert T. Garcia, P.E 9725 SW 4TERR MIAMI FL 33174 PH/FAX:786-L940032 ' LIQ51370 Clearance : S B =0.182 ............. =8 h s F;=ghhxGx Q xAx0.6 F = 2028 X lbf JOB:MARftLERENA SHEET : of CALC:RG DATE:03/26/13 CHECK:RG DATE:03/26/13 ................ CQ.:= 1.81 (By Interpolation) -Equivalent pressure in slat: E 63.37 x sf Lwind �= B x s Pwind = L Data about slats : (Aluminum Tube) Ih:= 3 in Thickness 8— nt := tin external wide hoot := 6in external depth bt := bit - 2 x th internal wide bt =1.25 x in btnt := bnt - 2 x th internal depth hint = 5.25 x in b 3 h x 3 x I :- bout _°pt -_int �nt 12 12 IY = 3.146 x in Moment of Inertia about bending direction z SY := IY x 2 SY =1.049 x in Modulus of section about bending direction bat Fb := 19ksi Allowable bending stress for aluminum E,:= 6ksi Allowable shear stress for aluminum E := 10000ksi Modulus of Elasticity of aluminum 0 I t ° G2 Consulting Group,lnc ` Robert T. Garcia, P.E 9725 SW 4TERR MIAMI FL 33174 PH/FAX:786-2940032 ' LIC:51370 Wind Load pressure Ibf/ft on each slat: lbf aM&d Sd d x Lt awing = 31.69 x � JOBNA-�LERENA SHEET : of CALC:RG DATE:03/26/13 CHECK:RG DATE:03/26/13 M :=8 x qd x B2 =1.01 x hip x ,ft Max Bending Moment f 'SY Max bending stress f = 11.61 x ksi checkl := if(fj, S Fh,' 9V, "Not good") ILbeckl = "or := gid x B V = 2531bf Max Shear Force 2 _Q:= h ,n x x �b °t + 1`) + bkt x tth x h°t x 2 Statics Moment 2 2 2 4 -Q 1.97x,in V x4 V := Max shear stress f = 0.212 x kssi,i ly x th x 2 check2 = K(fv S Fv, "ok" , "Not good"check2 ="ok" ' G2 Consulting Group,lnc Robert T. Garcia, P.E 9725 SW 4TERR MIAMI FL 33174 PH/FAX:786-2940032' LIC:51370 Max Displacement: 5 x gwind x B4 384 x E x Ir SM =1.49 x, in ow B A =1.6 x in Allowable displacement n -- JOBWAR ERENA SHEET: �f CALC:RG DATE:03/26/13 CHECK:RG DATE:03/26/13 120 — check3 := iif($. 5 133 x Asow, "ok" , "Not good") check3'= "ok CHECK WELD FOR TREAD AT STAIR Allowable Strength on Fx := 7Ksi aluminum weld P Goat + bat x 2 welded perimeter P=16xin V fwshear — Actual Shear force per in of welded P fwshear = 190 x ,ft Usinsa : 3/16" welded tweld:= 16 in F uow := cos(45dr x tweed x Fw T� u p 928 x - in check4 := if(fwshear S F ow, "ok" , "Not good") c4eek4 = v? SE :_1l*" TAP -CONS STAINLESS-STEE MAPA TY 472LBF) AT EACm Kia G2 Consulting Group, Inc. ' Robert T. Garcia, P.E 9725 S.W. 4'th TERR. Miami, FL 33174 LIC# 51370, CA 25882 Job: MARK LLERENA Sheet No:-�(k of Calc by:_RTG Date3/20/13 CHECK: RTG DATE:3/20/13 WIND LOADS PER ASCE?--10 EXPOSURE :D PRIVACY WALL- 3.5' HEIGTH ,X;= 165 mph Hight h:= 3.5ft Risk Category:I Topographic Factor Kzt := 1.0 Velocity pressure Exposure 2 2 h a Kz:= i (h < 15ft), 2.01• a , .• ft C gz) 201 g Wind Directionality Factor Kd := 1.0 Basic Velocity Pressure qh :_ 10.00256•Kz•Kzt•Kd•(V)2]•psf qh = 71.80•psf Calculate wind pressure against pilaster (From Figure 29.4-1) Solid Freestanding Wags) := h s= 3.5 ft B:= 8ft h= 1 B= 2.286 (1.40 - 1.35) B Cf = 1.40 - — - 2 Cf = 1,393 (4 - 2) s ,W.= .85 A h•ft F:= gh•G•Ct-A A= 3.5 F = 298•lbf Fa := F•0.6 Fa = 179 1b Actual horizontal force a := 11.5 zg := 700 Kz = 1.03 G2 Consulting Group, Inc. Robert T. Garcia, P.E 9725 S.W. 4th TERR. Miami, FL 33974 LIC# 51370, CA 25882 -Distance to toe for each weiaht : bfooting 18 -in Xcap := 2 xcap = bfoofing18 in Xfooting 2 Xfooting = Moment resisting COR toe bfooting Xmason 2 Xsoil .:= 1 gin MR = (W -L) 1 MR := Wcap'Xcap + Wmason Xmason + Wfootmg'Xfooting + Wsoil'Xsoil Overturnina Moment due wind ha:= 2 + 0.05•h ha= 1.925 ft Height of force F htw:= ha + hsoil + dfooti,g distance to F Mov Fa htoe SAFETY FACTOR SF := MR— Mov MOV = 760•lbf•ft check := if(SF z 1.5, "OK" , "NO GOOD") check = "OK" Job: MA LLERENA Sheet No: of Calc by:_RTG ate3/20/13 CHECK: RTG DATE:3/20/13 smawn = 18 -in MR = 1656•lbf•ft hto, = 4.258 ft G2 Consulting Group, Inc. Robert T. Garcia, P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 51370, CA 25882 Calculate Eccentricity of loads MR — Mov x := x =.9.736•in wtotal ece := bfooting — x Eccentricity 2 Pmax ec, = 8.264- in Wtotal ecc bfooting (1-6- if ecc 5 6 bfooting'ft bfooting Wt,t,a•2 bfooting 3(bf otmg — ec,) •ft ,per = 907•psf tf ecc > 6 checkl := if(pmax S 2000psf• 1.25, "OK" , "NO GOOD" checkl "OK" Job: MARK LLERENA Sheet No: of Calc by:_RTG ate3/20/13 CHECK: RTG DATE:3/20/13 SE: cont ftg 36" x12 w/4#5 cont both, #4 transv. at 12" DOAD MIAMIMIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE @ OA www.m1amtd_ de.¢ov/aerN Nu-Vue Industries, Inc. 1055 East 29* Street Hialeah, Florida 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to Perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series NVSNP, NVhWTH, NVHC, NVSTA and NVHTA Steel Wood Connectors. APPROVAL DOCUMENT: Drawing No. NU -5, titled "Skewed Nail Plate, NV358 & NV458 with Double NVTH Straps, NVTH/NiVTHS Anchors & NVHC Hurricane Clips and NVSTA & NVHTA Heavy Duty Anchors with Seat", shuts 1 through 4 of 4, dated 04/15/2004, with last revision dated 0112512012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tola4 P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeUseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09-0721,05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos X Utrera, P.E. NOA No.12-0130.35 itrtt Expiration Date: December 23, 2014 to Approval Date: April 12,2012 Page 1 Nu-Vue Indmtri I:a NOTICE OF ACCEPTANCE: EVIDENCESUBMITTED A. DRAWINGS 1. Drawing No. NU -5, titled "Skewed Nail Plate, NV358 & NV458 with Double NVTH Straps, NVTH/NVTHS Anchors & NVHC Hurricane Clips and NVSTA & NVHTA Heavy Duty Anchors with Seat", shuts 1 through 4 of 4, dated 04/15/2004, with last revision dated 01/25/2012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS "Submitted under NOA # 040510.03" Test reports on wood connectors per ASTM D 1761 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Rgnd No. Wood Connector Direction Date 1. PT # 03-4482 NVSNP3 Downward 09/15/03 2. PT # 03-4625 NVHCUR Up& Sideways 01/21/04 3. PT # 04-4641 NVSTA-24H Up& Sideways 03/17/04 4. PT # 04-4698 NVTH24 Up& Sideways 04/15/04 5. PT # 03-4590 NVTH26/NV458 Sideways 12/31/03 6. PT # 04-4642 NVHTA-24H Up& Sideways 03/22/04 7. PT # 03-4543 NVTH2O/NV358 Up& Sideways 12/19/03 C. CALCULATIONS "Submilted under NOA # 09-072L 05" 1. Report of Design Capacities, dated 06/30/2009, sheets 1 through 12 of 12, prepared, signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA # 04-0510.03" 2. Report of Design Capacities dated 04/27/2004, sheet 1 through 12, prepared, signed and sealed by Vipin N. Tolat, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENT "Submitted under NOA # 09-0721.05" 1. Statement letter of code conformance, no financial interest and no change of product, dated 07/08/2009, issued, signed and sealed by Vipin N. Tolat, P.E. o¢ �ot2 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0130.35 Expiration Date: December 23, 2014 Approval Date: April 12, 2012 E -1 VOW NYTHS ��i er=ea TABLE 4 rtaas plate req"req"{ Imottom eea to 10- Truss Anchors NVTH and Riveted Truss Anchors with Seat NVTHS anents ed H Length Product o. o Fasteners Maximum Allowable Load ibe dot 0.�Jk t• H 7*R Code seatuapge 1 d x1.In b" Uplift L1 L2 H 12 NVTH-16 NViHS 212 18 14 5 1032 560 526MK 8 1222 871 830 Ir 4 Eft 14 NVTH-18 NVMS 214 18 14 NWL EMIL to wap n concrete 1% see 7 1275 783 735 NVTH or 71 Re Wa e sed 16 NViH-20 NViHS 216 18 14 8 1329 783 735 TABLE 5 Maw" 18 NYDi-22 NVTHS 218 18 14 9 1383 783 735 HURRICANE CUPS 10 1437 763 735 Product Gauge Fasteners tOd x 11¢ I da Code Description Header joint UppR L7 L2 20 NVTTH-24 NViHS 220 18 14 11 1490 783 735 NVHCR HURRICANE CLIP — PoCHT 18 6 8 1 525 263 333 22 NVTH-28 NVTHS 222 18 14 12 1544 763 735 NVHM HURRICANE CLIP - LEFT 18 6 8 1 $26 253 333 Tq, mad For Uplift, use two clips, one on each 24 NVTH-28 NVfHS 224 18 14 13 1598 783 736 side to comply with section 2321.7 of the FBC 0 0 0 0 26 NVTH-30 NVTHS 226 18 14 ' o 0 32 NV1H-36 NVTHS 232 1s 14 M. NVHCR 44 NVTH-48 NVTHS 244 18 14 o 24% MISS alt o Cross— ecitan am�a11 0 • • Holes Mo. iii to dead WM N. TOLAT. PE (C1P11.) 0 ' �°0"' b FL REO. $ 18647 bete na• �fV-1 dwd may► 1618.9 LM17IRN CFMK LAME NVTH, NVTHS ii SOUSM, TS 770 L2 s"ft � �` rol•� •� u — Vtl e is , ie. r L NVHCt L. 1068-1089 B&A a BUrosL , p Hialeah, 8lartda X18 weoomleidpttCeWa�e ` te. 666 am OM AMMM dt IWW RUIMM I18 CWS Da11 Date: Ravlsione NU -5 8 of 4 MM 16, smog Jnly S. 8009 01/01/.2013 15:10 3056431186 C&S PAINT PAGE 01/01 Miami Shores Village Building Wpaitm®nt 10050 N.E.2nd Avem is Mlaml Shoreik Florida 33938 Tei: (305) 795.2204 Parc: (305) 756.8972 1 (ft) h= beefy nd by Rkk A:�, J1 JZL2-Q,cf.4 to dw theCode ai the J,tSJ A)&o� s i ds T_ profit an On below bbd dumon w of a (d>> j I ern a mostomd w&&dar pwksitorof mom Immed in &e Stile d Fkdda. PROCESS NUMO . A e 13 - .3 V -V a SMXK 06FEWCR Fat M i9W 20 (RUK1L12M C3 SPECIAL. ASPECTCR FORTRW96 *W LONG aR W AGH 2MU7.242 (R4 EM1724A SPECIAL. WPECTORFOR READ MASONRY F80 2=4 (84411 A4. sr SPECK WSPECTCR FOR STEL C C M, RC ?218.2 x.5.2} SKCK D INSPECTOR OR FF 0 PPRECAST LIN"fi & ATTA tom, FW 18�2?i'.12 P44M -'IZ o SPEM DOPECTOR FOR Abba: tJtdyOn sudwd homw appbL lito/�toA�r�t� ' by fhm or me are s4wdzed repmastOm to percm hupedim Q ATF. Flhatro 1Va �-'ef'6 — Z p� 2 33 /9Ly 1 � ALL STATE All State Engineering & Testing Consultants,, Inc. ENGINEERING TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES -CHEMISTS -DRILLING -ENVIRONMENTAL SERVICES Revised March 20, 2013 February 10, 2012 .Mark Llerena 1550 NE 103 Street Miami Shores, FL 33183 RE: Subsurface investigation for proposed Trellis Front facade and privacy wall to be located at 1550 NE 103 St, Miami Shores, FL Dear Sir Pursuant to your authorization, All State Engineering & Testing Consultants, Inc.(ASETC), conducted a subsurface investigation at the above referenced project. The investigation was performed on February 9, 2012. The purpose of the Investigation was to develop preliminary information about the site and the subsurface conditions existing in the vicinity of the proposed swimming pool location in order to evaluate site preparation procedure and foundation design criteria. To achieve the desired objective one (1) standard penetration test boring was performed and the log is enclosed in this report. TEST METHOD: The borings were conducted in accordance with procedures outlined for standard penetrations test and split spoon sampling of soils by ASTM Method D-1586. A two (2) feet two (2) inches O.D. Split Spoon Sampler was driven into the ground by successive blows with 140 lb. Hammer dropping thirty (30) inches. The soil sampler was driven two (2) feet at a time then extracted for visual examination and classification of the retained soil samples. The number of blows required for one (1) foot penetration of the sampler is designated as "N" (known as the standard penetration resistance value). The "N" value provides an indication of the relative density of non -cohesive soils and the consistency of cohesive soils. Suitable corrections are applied to this number in order to include the effects of soil overburden pressure and other factors. A general evaluation of soils is made from the established correlation between "N" and the relative density or consistency of soils. This dynamic method of soil testing has been widely accepted by foundation engineers and architects to conservatively evaluate the bearing capacity of soils. A continuous drilling and sampling procedures was used therefore, the samples were taken at intervals of two (2) feet or at every change in soil characteristics. The types of foundation magerial encountered have been visually classified and are described in detail in the boring logs. The results of the field penetration tests are presented in the boring logs in numerical forms. The average ground water level at the site was found at five (5) feet, zero (0) inches, below the existing surface (see logs). Fluctuation in the observed ground water level should be expected due to seasonal climatic changes rainfall variation, surface water run-off and other, specific factors related to the site in question. ALTERNATIVE I: TYPE B HELIX PIER: HELICAL PILES: Helical piles are first feasible alternative. The capacity of these piles is essentially developed in tip bearing and Florida. 3016 .Phone .`35.888.37" >=ax 38588 tA48 , Page 2 —Revised March 20, 2013 February 10, 2012 -Mark Uerena side friction. When these piles are installed or socketed into place, they will "lock into" the rock and sand strata thereby providing adequate bearing capacity. The analysis for this foundation altemative consisted of determining a pile capacity for specific size and depth of installation. Size Proposed Tension Compressive Dia Length ft Capacity Bearing Capacity Type B. Pier 3.5" 20' 5 tons 15 tons A minimum of three (3) indicator piles should initially be driven (installed) at strategic locations in order to verify the suggested pile length. The piles must bear upon 'tan cemented lime sand' strata. The entire pile driving (installation) operation should be properly monitored and performed in accordance with the relevant local and state requirements. ALTERNATIVE II: PIN PILES: Pin piles are another feasible alternative. The capacity of these piles is essentially developed in tip bearing. The analysis for this foundation system consisted of determining a pile capacity for specific pile size and depth of installation. The relationship obtained is as follows: SIZE PROPOSED LENGTH ALLOWABLE BEARING CAPACITY 3" 20' 5 tons A minimum of three (3) indicator piles should initially be driven (installed) at strategic locations in order to verify the suggested pile length. The piles must bear upon 'tan cemented lime sand' strata. The entire pile driving (installation) operation should be monitored and performed in accordance with the relevant local and state requirements. The proposed length is based on the existing surface at the time of drilling. FOUNDATION RECOMMENDATIONS FOR 42" HIGH PRIVACY WALL: Our recommendations for foundation of the front addition to be constructed: 1. Excavate entire building area plus 5'-0" outside the perimeter of construction and remove all top soil and unsuitable subsurface material to the necessary depth. We anticipate an average excavation depth of approximately two (2) foot six (6) inches. 2. Compact excavated area to a minimum compaction of 98% of the optimum dry density as per AASHTO T-180. Verify densification procedures by taking an adequate number of field density compaction tests. The excavated area should be inspected prior to the commencement of the backfilling operation to ensure that all the unsuitable material has been removed. 3. Backfill building area, plus 5'-0" outside the perimeter of the structure to the required elevation with a clean mixture of sand and lime rock fill (or approved fill material) in compacted layers not to exceed twelve (12) inches in thickness. Compact each layer to a minimum of 98% of the optimum dry density as per AASHTO T180. Verify densification procedures by taking an adequate number of field density tests, especially by the footing area. 4. Excavate footing trenches to the required depth from the ground elevation. 5. Compact the bottom of the footing trench to a minimum compaction of 98% of the optimum dry density as per AASHTO T-180. Verify densification procedures by taking an adequate number of field density compaction tests. W.' s,. j ' S#r Net l,Hialeah, lorida ;330:16 . Phone . 0.5x8813 *Page 3 —Revised March 20, 2013 February 10, 2012 Mark Uerena DESIGN RECOMMENDATIONS FOR 42"HIGH PRIVACY WALL: The above foundation recommendation having been achieved and verified we anticipate that the foundation and footings may be appropriately proportioned for a safe soil bearing capacity not to exceed 2000 pounds per square foot (psf). The use of spread footings and single column pads is suggested. A monolithic slab foundation may also be adopted. CONCLUSION: Regardless of the thoroughness of our geotechnical exploration there is always a possibility that conditions on the subject property (site) may be different from those at the test locations. Therefore, ALL STATE ENGINEERING AND TESTING CONSULTANTS,., INC. isnot responsible for any sub -soil conditions different from those reported in our boring logs. This report was prepared exclusively for the use of Mark Llerena. The conclusions provided by All State Engineering & Testing Consultants, Inc. are based solely on the information presented in this report. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to have been of service to your company. Please feel free to contact us if there are any questions or comments pertaining to this report. Sincerely yours, 2V �a Waseem Quadri,-P.E. # 51451 Prepared By All State Engineering And Rajesh Sharma Testing Consultants, Inc. , s3ail�esi 78tl! Streef;l Hialeah, Florida 33016 ;.. Ph. one 305+888; 3373 Fax 305.888 7443 _; ., , r ALL STATE All State Engineering & Testing Consultants, Inc. ENGINEERING TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES -CHEMISTS -DRILLING -ENVIRONMENTAL SERVICES 2380 West 78u' Street, Hialeah, Florida. 33016 / Phone: 305-888-3373 Fax: 305-888-7443 TEST BORING REPORT Mark Llerena Ordr`No Ys;.: ADDRESS m% 1550 NE 103 Street Miami Shores, FL TRO JLCT r...:;. SFR- Addition of Pool MoleNo� _ = B-1 ADDRESS, ; 1550 NE 103 St Miami Shores FL Date 02109/12 LOCATION �, " 10' west from existing house DnllerE ac OR.sw - 1 0'-0" to 0'-2" top soil 0'-2" to 8'-0" tan medium silica sand with some rock 0'-2' 21-4' 41-6' 61-81 8'-10' 10'-12' 12'14' 14'16' 16'-18' 18'-20' 20'-22' 22'-24' 24'-26' 26'-28' 28'-30' 6 8 5 4 3 4 7 5 4 2 8 11 13 10 36 22 30 26 28 27 21 36 22 25 28 31 39 40 41 41 7 7 15 4 5 8 4 6 8 6 4 11 3 5 5 9 12 20 10 17 20 31 23 53 25 27 51 26 23 53 30 31 66 28 27 53 32 36 63 41 43 81 40 42 81 2 3 4 5 6 7 8 9 8'-0" to 15'-0" gray medium beach sand with some rocks and shells 10 11 12 13 14 15 16 15'-0" to 18'-0" gray fine beach sand with some shells 17 L18 19 18'-0" to 30'-0" tan cemented lime sand and lime stone 20 21 22 23 24 25 26 27 28 29 30 31 End of boring @ 30'-0" 32 WATER LEVEL: 5'-0" below surface Respecttully 5ubrnitted, At Date: 02/09112- ..--.��^, J �3 aseem Quadri, P.,E. # 51481 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements. Conclusions or extracts from or regarding our reports is reserved pending our written approval.