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DGT-11-2112Miami Shores Village 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 \17114) c,, 5 'All Al Permit No. Master Permit No. !A T j i 11-11 l'- Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): NIA 40• 114.35 Phone #: Address: PP -Z St c City: INA., 1, � � State: S3 ' Zip: .. 3 1 3 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 30 2-- N- 12-S+ City: Miami Shores County: Miami Dade Zip: 3 3 1 3(r Folio/Parcel #: l) ' 32 ®(° 013 " '6X05 Is the Building Historically Designated: Yes NO Flood Zone: t CONTRACTOR: Company Name: S e "7 Phone #: 3 °Sp78?} ' Address: 203S1 4, 30 4 1L/ City: State: Qualifier Name: 6:10 0)(1,0 .. Zip: 33 l Phone #: State Certification or Registration #: 76 r_ /5-0 c ' ,tJ Certificate of Competency #: Contact Phone #: 3 t' 3c75-S7 Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for t .j Type of Works ddii 'on Descr 4f Vt'or >� w S'hatxnem Footage of Work: ❑ sf ewo, j `' ORepair%Repl1ce:..� , ODemolition S0 s ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ S`] CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating Construction in this jurisdiction. I understand that a separate permit must be secured for 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 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 rein ection fee will be charged. Signature The f day o who is personally kn oing Owner or Agen t ttument was ad1InovJled ed be 11 ,by Sign: Print: My Commission Expires: to me or who h s produced As identification and who did take an oath. Signature 'VS Conttrractor The fo oing 'nstrument was ackno : , ged before me day o iQ , 20 _, by �,. _ .... #�1� who i pers nally known to me or who has produced 4.L/ as identification and who did take an oath. ppAte Montenegro .r P N+ ' C tnission DD868499 ''`'oF fog Expires 05/15 /2013 ** * * **** * *** k+ *** * ** * **skq: ****** * *** * * ** steak= k= k+ k******** *s ksNskH== kaki kjN* Hi H= ****** sH. kik*+ k*=k*+k**ik**+k****** * * * ** *** * * * ****** APPROVED BY O /0/e Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk Fd. D.H LChiJ rein Wit 5 CONS SWK y1a 'bg / P.T. / / / v CONC. WALK y / / P.C. PL ' W.F. CONC. PORC 16.50' 26.00' •v° 36.35 11.20 5' W/R£_J. ' FENCE • } O C.Sd b N O� 3' 24.00'1 17.15' 3.4' PAVERS WALK b STAI td LOT 12 BLOCK 48 LOT 11 BLOCK 48 0.70' CU? LOT 10 BLOCK 48 3 1 X Permit No: 11 -2112 Job Name: November 16, 2011 Miami Shores Viiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1) Provide approval from HRS /DOH/ 2) Provide zoning approval prior to any further review. No review completed. Page 1 of 1 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 - 795 -2204 cam. 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number:1132060136480 Owner's Name: YURI MORALES Job Address: 302 92 Street Miami Shores, FL 33138- Owner's Phone: Total Square Feet: Total Job Valuation: (305)790 -3849 440 $ 5,000.00 Contractor(s) CONSTRUCTION DEVELOPER GROUP CORP Phone (305)215 -1988 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 11/23/2011: Yes Comments: PERGOLAS DO NOT HAVE A ROOF AND HAVE SPECIFIC CONSTRUCTION REQUIREMENTS. PLEASE SEE ZONING CODE FOR PERGOLA REQUIREMENTS. 11/23/11 NEW PLANS OK Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number:1132060136480 Owner's Name: YURI MORALES 302 92 Street Miami Shores, FL 33138- Owner's Phone: (305)790 -3849 Total Square Feet: 440 Total Job Valuation: $ 5,000.00 Contractor(s) CONSTRUCTION DEVELOPER GROUP CORP Planning and Zoning Criteria and Comments Approved: No Date Denied: 11/15/2011 Comments: PERGOLAS DO NOT HAVE A ROOF AND HAVE SPECIFIC CONSTRUCTION REQUIREMENTS. PLEASE SEE ZONING CODE FOR PERGOLA REQUIREMENTS. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. T 11- 1 ' z1 I 2TAX FOUO NO. - ZOO t STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED. hereby gives notice that improvements will be made to certain coal property, and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal description of property and street/address: 2. Description of improvement E0° 1 111111 11111 11111 11111 11111 1111111111 11 11 1111 CFN 2011R0816728 OR BI. 27916 Ps 4639; (1es) RECORDED 12/06/2011 13:56 :26 HARVEY RIiVIN, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office r4' 3. Owner(s) name and address: r 9Gf Interest in property: Name and address of fee simple titleholder 4. Contractor's name, address and phone number 2b 333E' • 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number: 8.1n addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Name, address and phone number. - ;f4W/4.'#b to -7C) i64/ .-vf¢eG' frec..aat A 9. Expiration date of this Notice of Commencement he expiration date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, 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 SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT .WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager Prepared. By - Prepared By Print Name' 10 Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The f regoing ins ent w ac wl �Y �j�>L iuint_ dividually, or la as ` for ❑ Personally known, 40 produced the following type of identificati Signature of Notary Public: Print Name: .rr (SEAL) VERIFICATION PURSUANT TO SECTION 92.526. FLORIDA STATUTES Under penalties of perjury, l declare that I have read the foregoing and that the facts stated In it are true, to the best of my knowledge and belief. befdre me this 6% day of nom, JAGKELINE DOMUND ...Notary Public. -.State of Florida `. My Comm. Expires Jun 5 2012 @ „�r „� Commission #.DD 164354 Authorized Officer /Director/Partner /Manager who signed above: By I ATE OF FLORIDA, COUNTY OF DAD 1 HEREBY CERTIFY that this is a true copy of the )ngmal filed in this office on day of DEC o g 2011 , A 2 0 'VITNESS my hand and Official Seal. l IARVEY R IN, CLE,: K of Circuit and Co►mtyCowts BY D.C. 05 -21 -2010 ALEX SINK STATE OF . FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF 'FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to he exempt from Florida Workers" Compensation law. EFFECTIVE DATE: 07113f.2O O EXPIRATION DATES 07112/2012 PERSON: ASMAN FEIN: 043709495 BUSINESS NAME AND ADDRESS: CONSTRUCTION DEVELOPER GROUP CORP 20381 NE 30TH AVE #444 AVENTURA FL 33180 SCOPES OF BUSINESS OR TRADE: 1- GENERAL CONTRACTOR GUSTAVO ** IMPORTANT/ Pursuant to Mettler 4411. 061141. F. eq eliker at i catparalles aorta eliefc exomptlan tram thin chaplet be tiling a cartilitale of election udder ON sacilan may not recover benefits et compensation alder this chapter. Pennant fa ebapter 440.0E112. F,S.. CertIlcileo "of election to ha" axampr... apply onto withre the scope at 1110 hasiias1 01 trade Ilslad as tan -aanca 01 alealon,ta ha exempt. Puoottaet In Ghaptar 441LOS1131'.E.s.. Notlhes of eleetloh ea he 000mpr and certificates of election to be exempt Shell be sahiecr to reracatitm 11. ar aay;time Idler the Intel of the notice or the iseedboe 01 the ceretficate the. person -named on tea notice et care-Mate no ten er maeats the regatreatents al Ms section for issuance ai - :1 certfffrate_ Tae department shalt reeema a certllkate: et any time for laliore: 6f- lei nersan named RI the certificate to meet the requiremcita of this Seethe. QUESTIONS? 1860i 41$ -1SD9 OWC -262 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED D9-:OS PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR ,FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OP FINANCIAL SERVICES DIVISION OF' WORKERS' :.COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW EFFECTIVE: 07t13/2010 EXPIRATION DATE: 07/12/2012 PERSON: GUSTAVO ASMAN FEIN: 043709495 BUSINESS NAME AND ADDRESS: CONSTAJCT.ON DEVE.OeER GROI;° CORP 233l vE 3OTH AVE t4.4 cvEVP.RA. FL 33100 SCOPE OF BUSINESS OR TRADE 1- GENERAL CONTRACTOR IMPORTANT PurSuent to Chapter 44O.05(14). F -S.. an officer of n corporation who elects exemption from this chapter by filing a certificate of election L•uader'this section may not. recover benefits or :compensation under this D chapter, Pursuant lo Chapter 44005f12i, F.S.. Certificates of election to be F" exempt.. - apply only within the scope of the business or trade listed on the" notice of election to be exempt E"Putsuant 10 f:huger 440:05(731. F.S.. Notices of election to be exempt and certificates of election to be exempt shall; be subject to revocation if, at any time after the fifing of the notice or the issuance of the certificate, the person, an the notice or certificate no longer meets • tart "requirements of this section for issuance of a cart ficate. Tae department shall revoke a certificate at any time for failure of the person named an the certificate to meat the requirements of this Section. QUESTIONS? (150) 413 -1605 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. MC-252 CERTIFICATE OF ELECTION TO BE EXEMPT 8EVI5ED 09-06 �f' 4 NUM FAX 305 441 644_3 FIRST CLASS. INSURXNCR MA CERTIFICATE OF LIABILITY INSURANCE First Class Insurance Market 392 Minorca Ave. Coral Gables. FL 33134 II413URED Construction Developer Group Corp. 20454 West Dixie Highway Aventura, FL 33180 COVERAGES 001 00 .1 Dm atemoozyren 06/06/2011 (305)441-2997 1 THIS CERTIFICATE IS ISSUED AS A NATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CE.RT1=IDATE • HOLDER 114IS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER.THE.DOVERAGE FFORDED BY THE POLICIES BELOW. 11 NAIC # INSURERS AFFORDING COVERAGE MAT* ATLANTIC CASUALTY INSURANCE INSURER S: IN StIRER C: INSURER 0: moet e - THE POUCIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR-THE POUCYPERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDMON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 16 SUBJECT TO ALL THE TERMS, ENCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SAOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. (NSR 'ACM i OF IffefID: TYPE OF INSURANCE -1 POLICY NUIVSER nu& efoltervE 1 i GENERAL LIABILITY N,I.1 COMMERCIAL GENERAL umsiurr cuodus wukoe occuR J — GEM- AGGREGATE LIMIT APPLIES PERI - I PaUCY 8- LaC AUTOMORILE LIABIUTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON CAMWD AUTOS I GARAGE LIABILITY ANY AUTO EXCESS/UMBRELLA LIABILITY OCCUR I lj mamas mADE - DEDUCTIBLE I RETENTION WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNERIEXECUTINe OFFICER/MEMBER EXCLUDED? II yes, desmibe ueder SPECIAL PROVISIONS below OTHER L110003448 06/11/2011 DESCRIPTION OF OPERATIONS 1 LOCATIONS VEHICLES / EXCLUSIONS mow sr avooRenterri SPECIAL PROVISIONS CERTIFICATE HOLDER City Of Miami Shores 10050 NE 2nd Avenue M ia mi Shores ,FL33138 ACORD 25(2001/08) poirartipiwrol umrrs _ 08/11/2012 EACH OCCLIPPMNCE $1.0a(L0.00 CIAMMITO rionio PROCESS (Ea fXlinerfOPA $1 000 MIDD EXP (Any ens Ramon) $5;000 PERSONAL ADV INJURY $1,000,000 GENERAL AaaRSGATE $2,000,000 PRODUCTS CCMETOP ADD $2000,000 mamma smote MET (Ea ace** 13COILY tupy (Forme:we) SODEN !HMS Y flPerambdoe0 $ PROPERTY DAMAt3E (Par asaithott $ AUTO ONLY • BA ACCIDENT EA AOC $ ADO $ $ OTHER TIVIN AUTO ONLY EACH OCCURRENCE $ $ _ • snru- L J on+ EACH EL. DISEASE- EA emptiVail $ — EL. DISEASE- POUCY LIMIT $ CANCELLATION _ . SHOULIDANY OF 11-13 ABEAM DESCRIBED FOAMS BE CANCELLED BEFORE THE EXPIRKION DATE THEREOE THE ISSUING INSURER WILL ENDEAVOR ra L4AL 30 DAYS tanurret4 Nonce To THE OERTIFICATE HOLDER NAMED 10 THE LEFT. BUT FAILURE TO 00 50 SHALL OBIJOATION OR LIABILITY OF ANY KIND UPON -HE it4oUlten. Ralt AEMINTe OR ATIVE 0 ACORD CORPORATION 1988 THIS IS NOT A BILL — DO NOT PAY 617845-3 RENEWAL BUSINESS NAME / LOCATION RECEIPT NO. 644289-1 CONSTRUCTION DEVELOPER GROUP CORP STATE* CGC1504895 20381 NE 30 AVE 414 33180 CITY OF AVENTURA FIRST-CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 OWNER CONSTRUCTION DEVELOPER GROUP COR Sec. Type of Business 6 gwRAL BUILDING CONTRACTOR BUSINiSS TAX RLEIPT, IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OP THE COUNTY OR CITIES. NOR 13083 IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED EY LAW. THIS IS NOT A curnmanom OF THE HOLDETTS QUALIFICA- TIONS, PAYMENT RECEIVED MLAMI-DADE COUNTY TAX COLLECTOR: 08/31/2011 09010099001 000045.00 SEE OTHER SIDE WORKER/S 1 00 NOT FORWARD CONSTRUCTION DEVELOPER GROUP CORP GUSTAVO ASMAN 20381 NE 30 AVE 414 AVENTURA FL 33180 35 12,1t011 tt\- Miami Shores Village 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 BIJILDING PERMIT APPLICATION Fsc zo Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Address: 30 Z Z St ROOFING Liwu I-tovtA 11,1)MCEMME-ifil La NOV 1 4 2611 Bji BY: IA Permit No. 1 11 I 149-' Master Permit No. Phone#: 3 0&"--10 3`6 City: RA Mit C` State: Zip: .?1' 9-2- Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 30 z N e 9 2 St City: Miami Shores County: Folio/Parcel #: H - - 01 3 6 4 HO Miami Dade Zip: 3 3 () Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: G JS jwc. 0A1 INELO, 'I Phone #: 3e3 3 % O 2 Address: Z-0 3 ( N e 3o (/€ . tC City: A-1--.24-CpALA State: Zip: 3 3 ( Qualifier Name: 6,15 4i'01-4rU State Certification or Registration #: £4 1S-048 ? A— Certificate of Competency #: Contact Phone #: 3 aS `f 3 / Email Address: Gis [ - a u 5 e 4A (. C tr's --N- DESIGNER: Architect/Engineer: Phone#: Phone #: Value of Work for this Permit: $ • 00 Square/Linear Footage of Work: At_ Type of Work: UAddition lidlteration UNew ORepair/Replace Description of Work: 7)Ui 7)U Lb 4 tewL6o14--- ODemolition fe;s■ 4i * * * ****** * * ** * * * * * ***** * *** ******* * **Fees* * *******a� * ****6 CI*4* x****** ******* Submittal Fee $ Permit Fee $ Q &i\ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOII.F.RS, 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 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 notic o.. cement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is In th; absence of such posted notice, the inspection will not beapproved i d a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instnument was acknowled � ° d before me this ,� The foregoing instrument was acknowledged before me this 1 LA day of Oa 1'4.4'4 201L, by )4/4)/ 4/ A0i'jl_' , day of ksJ@kj • , 20 l\ , by a► 1 Teo, tz. \N 5 (`N, 140 who is personally known to me or wh has produced who is personally known to me or who has produced 1� r 1 • �'�.i'roi /As identification and who did take an oath. e1—., c,G►NJ- as identification and who did take an oath. NOTARY PUBBLIC:. Contractor NOTARY PUBLIC: Si Gj�°°6 Sign: akt,Q, Rekti\t'--- Print: �� /--, d a S GOr PUBLIC-STATE OF FLORIDA Print: c,1eN, kt1 rise) Caridad Sulorzano 1t1 j� My Commission Expires: _ Commission # EE047377 My Commission Expires kn" . Expires: DEC. 07, 2014 BONDED MU ATLANTIC BONDING CO., INC. * MY COMMISSION I DD 7>15i52 EXPIRES: June 14, 2012 ************** * ************ **** ************** *** * ** **** * * ****m*** ** ********* *** <, ::; dtP 1` � APPROVED BY /.1°--//' Plans Examiner < Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Miami Shores Village Building Department RECEIPT ) PERMIT #: V I (11 -DATE: I, Id Contractor o Owner o Architect. LA-14 Picked up 2 sets of plans and (ott4r) Address: - 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 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 continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: • qRESUBMITTED DATE: 01 11 PERMIT CLERK INITIAL: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 -12- Inspection Number: INSP- 169411 Permit Number: EL- 1 -12 -17 Scheduled Inspection Date: February 01, 2012 Inspector: Devaney, Michael Owner: MORALES, YURI Job Address: 302 NE 92 Street Miami Shores, FL 33138- Project: <NONE> Contractor: LV ELECTRIC CORP Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)790 -3849 Parcel Number 1132060136480 Phone: (786)402 -5520 Building Department Comments INSTALL GFI OUTLETS AND LIGHTS AS DESCRIBED ON PLANS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSP TION FOR INSP - 168462. F7Z January 31, 2012 For Inspections please call: (305)762 -4949 Page 31 of 39 Miami Shores Village 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 Permit Type: Electrical OWNER: Name (Fee Simple Titleholder): rui' -f d pt41.- Phone #: Address: . 2. , 7a `"j City: %% /./1/44 5lf t State: — Permit No. c 000(ooso.0000cr rc<eccc -11 Master Permit No. pciT- l I \ ^ z) Zip: 33f Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: City: C� 2 ill L� i z k 8 (7l Miami Shores County: Miami Dade zip: 33 /3- Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: L Elt"c C co Phone #: 7 (P6P 42 Z'i. •f•�V Address: / 07U, Z / .i7 City: Ae a" - State: !� Qualifier Name: Zip: 5 3 Dfb Phone#: ,"j' /3 — Z ? Y-3 State Certification or Registration #: t �� � Certificate of Competency #: Ef9®evtly Contact Phone #: Email Address: Zes,,'-2 /Pefeciolzce .. c4,1 DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 4300 Type of Work: Address DAlteration Description of Work: 40 l G 6( 041 Square/Linear Footage of Work: L' iNeyy '' 1]Repair/Replace s UDemolition (.9 so /mss ***************************************Fees***************** Submittal Fee $ Permit Fee $ f14P aF Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) NEortg g %Le r Ac dr City ' ` "`° State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 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 ab, f such posted notice, the inspection will not be approv d and a reinspection fee will be charged. Signature The f day o wljo is personally known to me or who Owner or Agent nstrument was owledgedbe , 20, by yOr (�/IX, , day of as produced who Signature Contractor The foregoing instrument was acknowledged before me this 6 , 2012—, by o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Sign: nt: My Co * * *** * * * * * * * ** ** *** *** * * * * * ** APPROVED BY ** x:******* x: ****** * *** ************ * *** * * * * **** .-G /Z., ' ' Tans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) * * * * * * * * * * *f * * * * * * * * * * ** Zoning Clerk AC D CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 01 /05/2012 PRODUCER ALL INSURANCE SERVICES, CORP 1548 W 37TH STREET HIALEAH, FL 33012 305- 822 -4472 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED LV ELECTRIC CORP 107 W 24 ST HIALEAH, FL 33010 786 -402 -5520 INSURER A: G.M UNDERWRITERS INSURER B: FUBA WORKERS COMP INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADM INSRD OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY DATE (MM/DD/YY) POLICY EXPIRATION DATE (MM/DD/YY) LIMITS A ❑GENERAL LIABILITY F COMMERICAL GENERAL LIABILITY GMG- 00001109 09/15/11 09/15/12 EACH OCCURENCE $1,000.000 DAMAGE TO RENTED PREMISES (Ea occurrence) $50,000 ❑❑ CLAIMS MADE @ OCCUR MED EXP (Any one person) $5,000 PERSONAL & ADV INJURY $1,000.000 ❑ GEN'L AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ PROJECT ❑ LOC GENERAL AGGREGATE $1,000.000 PRODUCTS - COMP /OP AGG $1,000.000 $ ❑ AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑(Per NON -OWNED AUTOS COMBINED SINGLE LIMIT (Each Occurrence) $ BODILY INJURY (Per person) $ BODILY INJURY accident) $ PROPERTY DAMAGE (Per accident) $ ❑ ❑ GARAGE LIABILITY ❑ ANY AUTO ❑ AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ ❑EXCESS/UMBRELLA LIABILITY ❑ OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION $ t EACH OCCURRENCE $ AGGREGATE $ $ $ $ B ❑ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECU- TIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below WC10633515 04/01/11 04/01/12 WC STATU- OTH- ❑ TORY LIMITS ❑ ER E.L. EACH ACCIDENT $500,000.00 E.L. DISEASE - EA EMPLOYEE $500,000.00 E.L. DISEASE - POLICY LIMIT $500,000.00 ❑ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS OLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DIVISION 10050 NE 2ND AVENUE MIAMI SHORES, FLORIDA 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE INSURER AFFORDING COVERAGE WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OB ATION •. - -� • �= ITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REP - • I . AUTHORIZED REPRESENTA ar 5 (2001/08) 0 • D CORPORATION 1988 MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 RECEIPT NO. 2011 MUNICIPAL' CONTRACTOR'S 2012 TAX RECEIPT MIAMI -DADE COUNTY - STATE OF FLORIDA PURSUANT TO COUNTY CODE SEC. 10 -24 EXPIRES SEPT. 30, 2012 THIS IS NOT A BILL - DO NOT PAY 30- 5245964 CC NO: 03E000184 BUSINESS NAME / LOCATION L V ELECTRIC CORP 107 W 24 ST OWNER :L V ELECTRIC CORP SEE BACK OF RECEIPT FOR A LIST OF NON - PARTICIPATING MUNICIPALITIES Receipt holder must register in the city where work is to be done. PAYMENT RECEIVED MIAMI -DADE COUN Y TAX COLLECTOR: 09/27/2011 02290001001 000200.00 MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. ELECTRICAL CONTRACTOR DO NOT FORWARD L V ELECTRIC CORP LESTER FERNANDEZ PRES 107 W 24 ST HIALEAH FL 33010 13 2011 2012 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2012 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 THIS IS NOT h. BILL - DO NOT P'Y RENEWAL RECEIPT NO. 524596 -4 CC # 03E000184 502392 -4 BUSINESS fowl LQCATION L V ELECTRIC CORP 107 W 24 ST 33010 HIALEAH OWNER L V ELECTRIC CORP Sec. Type of Business 196 ELECTRICAL THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT THE HOLDER TO OT VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CmES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUAI.IFICA- TIONS. PAYMENT RECEIVED MIAM -OADE COUNTY TAX COLLECTOR: 09/27/2011 02290001002 000045.00 SEE OTHER SIDE FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 CONTRACTOR WORKER /S 2 DO NOT FORWARD L V ELECTRIC CORP LESTER FERNANDEZ PRES 107 W 24 ST HIALEAH FL 33010 124 CTQB Construch BUSINESS CERTIFICATE OF (an) E ion Trades Qualifying !Board COMPETENCY 03E000184 LV ELECTRIC CORP D.B.A.: FER DEZ LESTER Is certified under the provisions of Chapter 10 of Miami -Dade County BATCH NUMBER DATE: Nov 3 2011 PROJECT: "NEW WOOD TRELLIS" ADDRESS: 302 NE 92nd ST MIAMI SHORES, FLORIDA 33138 DESIGN BY: EO PAGE 115 EMILIANO OROZCO P.E. Lic. # 66341 INDEX DESCRIPTION Wind Load Design Strap Connector Design Wood Joist Design Wood Girder Design Steel Column Design Steel Plate Design Foundation Design Strap Noa PAGE PAGE 1 3 4 5 6 7 9 15 EMILIANO OROZCO PE. Project : NEW TRELLIS Subject : Location : 302 NE 92nd ST 1/15 File . Date : 11/3/2011 Eng. : AG Design Wind Pressure, p, Equation 6 -25 (ASCE 7-05) Design wind pressures and forces are determined per equations given in section 6.5.13 System Type Structure Type Open Buildings and Other Structures Rigid Structures Monosiope Roofs over Open Buildings Equation p = gz.G.Cf qz : at height z above ground G : given in 6.5.8.1 Cf : given in Figure 6 -18 Velocity Pressure Calculations, qz Velocity pressure qz is calculated in accordance with section 6.5.10 qz = Velocity pressure @ height (z) qz = Constant • Kz • Kzt • Kd • V 2 -I qz = See wind pressure calculation table Where : Constant Mean Sea Level Air Density @ MSL = Numerical constant ='/2• [(Air density lb/ cuft ) /(32.2ft/s2)j • [( mi /h )( 5280 ft/mi) • (1 hr/3600 s )] 2 = 0.00255 = 15.00 ft = 0.0764 lb /cu ft Category = II Importance Factor = 1.00 Exposure Category = C Alpha = 9.50 Zg = 900.00 ft Basic Wind Speed Structure Height = 146.00 mph = 15.00 ft (Open terrain) (Eq. 6-15) (Section C6.5.10) (Table C6 -1) (Table 1 -1) (Table 6 -1) (Table 6 -2) (Table 6 -2) (Figure 6 -1) Kz Velocity pressure coefficient at height z (Eq. C6 -3a) = 2.01-( ZJZg) A (2/Alpha) for 15 ft <= Z <= Zg (Eq. C6 -3b) = 2.01 • (15 /Zg) A (2/Alpha) for Z < 15 ft = 0.85 Page 1 2/15 EMILIANO OROZCO PE. Project : NEW TRELLIS Subject : Location : 302 NE 92nd ST Velocity Pressure Calculations. gz (Cont. Where : Kzt File . Date : 11/3/2011 Eng. : AG = Topographic factor obtained from Fig. 6-4 = (1 +K1•K2•K3)2 = 1.00 Topography = None Kd = Wind directionality factor obtained from Table 6-4 = 1.00 Gust Effect Factor, G The gust effect factor for main wind -force resisting building and other structures and for components and cladding of open buildings is in accordance with section 6.5.8.1 G = 0.85 Force Coefficient Cf Figure 6 -18 The pressure force coefficient is given in Figure 6 -18 Roof Angle = 10.00 deg UB Value = 2.50 Cf = 0.28 Center of Pressure = X/L = 0.35 Design Wind Pressure a Equation 6 -25 Design wind pressures and forces are determined per equations given in section 6.5.13 WIND LOAD FOR DESIGN 3/15 ENTRY DATA Wind Pressure 11 psf DEAD LOAD 10 psf LIVE LOAD 0 psf L1 0.00 ft L2 14.00 ft L3 0.00ft OIST SEPARATION 16 in L. GRAVITY (1) 775.0 Ib STR. 1 OK . UPLIFT (1) + 775.0 lb STR.1 OK . GRAVITY (2) 775.0 Ib STR. 2 OK L. UPLIFT (2) + 775.0 Ib STR. 2 OK PROJECT: SUBJECT: ADDRESS: DATE: DESIGN BY: STRAP DESIGN` EO STRAP 1: USE JA5 BY USP W /(6) 16d TO NAILS & (6) 10d X 1 1/2 TO JOIST STRAP 2. NOA 07- 0419.01 GRAVITY 775.0 lb UPLIFT 775.0 Ib GRAVITY 775.0 Ib UPLIFT 775.0 Ib LTOTAL 14ft REACTION 1 Span 7.00 ft ravity 93.3 Ib 0.6 D 6 psf Net Uplift -46.7 Ib NET UPLIFT = 0.6D + WIND REACTION 2 ,N /1\ Span 7.00 ft 5 I Gravity 93.3 lb 0.6 D 6 psf Net Uplift -46.7 Ib 4/15 WOOD JOIST DESIGN, DL = + LL = UL = Ltribu LOADS 10.00 psf 0.00 psf 10.00 psf 1.33 ft DL + UPLIFT UL UL (WL NO REDUCTION) = Wm x WOOD BENDING AND DEFLECTION DEFLECTION 6.00 psf -11.00 psf -5.00 psf -5.00 psf 13.30 #/ L = 13.75 ft Wmax = 13.30 #/ft b = 1.50 in d 5.50 in Fb = 1,000.00 psi E = 1.00E +06 psi = 20.80 in4 (DL +LL)A= 0.51 in DL +LL *L /240 Aperm= 0.69 in, FBC 1610.1 Lmax = 15.15 ft. Allowable for deflection to DL + LL. (LL)A= 0.00 in LL-3•L /360 ®perm= 0.46 in, FBC 1610.1 Lmax = 285.07 ft. Allowable for deflection to LL. A <_, OK A•erm BENDING Mmax= 314.35 # - ft VGRAVITY= S = 3,77 Ina VNET UPLIFT SX = 7.56 in3 S s, OK Sx Lmax = 19.47 ft. Allowable for bending ( 1 ) WOOD JOIST 2 X 6 S4S @ 16" 0/0 MAX USE 91.45 # - ft 45.72 # -ft. WOOD GIRDER DESIGN LOADS DL = 10.00 psf DL = 6.00 psf + LL = 30.00 psf + UPLIFT = -40.00 psf UL = 40.00 psf UL = -34.00 psf UL (WL NO REDUCTION) '- -34.00 psf Ltributary'- 6.00 ft Wmax = 240.00 #/ft WOOD BENDING AND DEFLECTION DEFLECTION L = 16.17 ft Wmax = 240.00 #/ft b = 4.50 in d= 11.50 in Fb = 1,250.00 psi E = 1.60E +06 psi I = 570.33 in4 (DL +LL)A= 0.40 in p = 0.81 in, FBC 1610.1 5/15 DL +LL- � L /z4u perm Lmax = 20.37 ft. Allowable for deflection to DL + LL. (LL)L= 0.30 in LL-- ->L/360 ©perm= 0.54 in, FBC 1610.1 -max- 19.58 ft. Allowable for deflection to LL. A 5, OK A BENDING Imex = 7,844.07 # ft VGRAVITY = S = 75.30 Ina VNET UPLIFT = SX = 99.19 in3 S 5, OK Sx Lmax= 18.56 ft. Allowable for bending USE (3) WOOD JOIST 2 X 12 S4S 1,940.40 # - ft 1,649.34 # -ft 6/15 Daniel T. Li Engineering International PROJECT: CLIENT : JOB NO. : PAGE: DESIGN BY : REVIEW BY : Tube t ° = Coiumif-Design Baseci`eif A SC A INPUT DATA & DESIGN SUMMARY COLUMN SECTION (Tube or Pipe) COLUMN YIELD STRESS DIMENSIONS AXIAL LOAD, ASD STRONG AXIS BENDING ? (1 =Yes, 0 =No) BENDING LOAD, ASD HSS4X4X1 /8 F = H= THE DESIGN IS ADEQUATE. P= w= 46 Tube ksi ft kips yes, strong axis bending. k/ft ANALYSIS CHECK COMBINED COMPRESSION AND BENDING CAPACITY (AISC 360 -05, H1) Pc 9M « Mcy Pr + Mrt +Mn 2Pc �Mcx Mcy for Pr ?_0.2 Pc for Pr <0.2 Pc Where Pr = 5 Mn, = 0 M,y= 0 Pc = Pn /.lc = = M„ /Slb= Mcy =Mn / CHECK LATERAL DEFLECTION 5wH4 AMid — 384E1 Where E = Ix Iy 0.00 29000. 4.4 4.4 = 0.07 kips ft -kips, at middle of column ft kips, at middle of column 63 / 1.67 = 37.993 9.8133 / 1.67 = 5.8762 9.8133 / 1.67 = 5.8762 in L / 240 ksi in4 in4 4/3 [Satisfactory] kips, (AISC 360 -05 Chapter E) Pr [Satisfactory] ft-kips, (AISC 360-05 Chapter F) 3/4 M [Satisfactory] ft -kips, (AISC 360-05 Chapter F) 3/4 Mry [Satisfactory] = 0.40 in [Satisfactory] z 10 in Plain Base Plate Connection Base Plate Thickness :.5 In Base Plate Fy : 36. ksi Bearing Surface Fp : 2.04 ksi Anchor Bolt Diameter :.625 in Anchor Bolt Material : A307 Anchor Bolt Fu : 36. ksi Column Shape : HSS3X3X2 Design Code : AISC ASD 13th Pullout Code : ACI 2005 Base Plate - Bearing Pressure Maximum Bearing .01 ksi Max/Allowable Ratio .005 ASCE 1 (ABIF = 1.000) Base Plate Stress Maximum Stress. Max/Allowable Ratio .01 (ksi) .01 1.996 ksi .062 ASCE 1 (ASIF = 1.000) 1.996 (ksi) :014 7/15 Anchor Bolts Bolt X (in) Z (in) k Fnt (ksi) ft (ksi) Fnv (ksi) fv (ksi) Tens.(k) 0. 33.8 .326 18. N.A. 1 3. 3. .1 Vx 0. (k} { ) Vz 33.8 .326 18. N.A. 2 -3. -3. .1 0. 0. 3 -3. 3. .1 0. 0. 33.8 .326 18. N.A. 4 3. -3. .1 0. 0. 33.8 .326 18. N.A. Loads DL WL Vx (k) Vz (k) Unity .01 (T) .01 (T) .01 (T) .01 (T) Combination ASCE 7 (7) ASCE 7 (7) ASCE 7 (7) ASCE7(7) Mx (k -ft) Mz (k -ft ) Reverse No Yes Anchor Bolt Pullout Ca • act Results Note: All capacities shown include phi factors Anchor Bolts Envelope Results (Pullout LCs) Bolt X in Z in Tens _k Vx k Vz k 8/15 Combination Single Bolt Tension Envelope Results LC Bolt Tens. k Nsa k Ncb k 15 1 .175 6.102 13.778 Single Bolt Vx Envelope Result LC Bolt Vx (k) Vz (k) Vsa(k O. 9 1 0. Seismic & Reinforcement Results LC Bolt Vx k Vz (k) VxUni 0. 3.173 9 1 0. 0 Single Bolt Vz Envelope Results Vsa(k) Bolt Vx (k) Vz (k) ( ) 0. 3.173 9 1 0. Seismic & Reinforcement Result LC Bolt Vx (k) Vz (k) VxUnity 0. 9 1 0. 0. N k 14.364 VcbXx(k 11.363 VzUn 0. Nsb k 0. VcbXx(k 21.708 Uni 029 Seismic Load k N.A. 0 Steel in2 0. VcbZz(k) VcbZx(k) Vcp (k) VxUnity VzUnity 11.363 21.708 27.557 O. O. Vx -Sei Vx -L k) N.A. 0_ VcbXx(k) VcbXz k) VcbZz(k 11.363 21.708 11.363 Vx-St in2) Vz -Sei Vz -L(k) Vz- St(in2) 0. N.A. 0. 0. VcbZx k 21.708 VzUnity Vx -Sei Vx -L(k) Vx- St(in2 0. N.A. 0. 0. Single Bolt: Combined Tension and Shear Capacity Envelope Results LC Bolt Nn ) Vnx(k) Vna(k) SRSS Interaction 9 1 6.102 3.173 3.173 0. N.A. Vcp k 27.557 VxUn 0. VzUni 0. Vz -Sei Vz -L(k) Vz- St(in2) N.A. 0. 0. Company Designer Job Number : Sketch Details 4 ft X Dir. Steel: 2.15 in2 (7, #5)' Z Dir. Steel: 2.15 in2 (7 #5) Bottom Rebar Plan Geomet Materials and Criteria Length :4 ft eX :0 in Width :4 ft eZ :0 in Thickness :24 in pX :3 in Height :0 in pZ :3 in Footing Top Bar Cover :3.5 in Footing Bottom Bar Cover :3.5 in Pedestal Longitudinal Bar Cover :1.5 in w F1 X Gross Allow. Bearing Concrete Weight Concrete f'.c Design Code Overturning Safety Factor Coefficient of Friction Passive Resistance of Soil 9/15 November 22, 2011 Checked By: D Footing Elevation :2000 psf (gross) :150 pcf :3ksi :ACI 318 -05 Steel.fy :60 ksi Minimum Steel :.0018 Maximum Steel :.0075 :1 Phi for Flexure : 0.9 :0.3 Phi for Shear :0.75 :0 k Phi for Bearing :0.65 RISAFoot Version 3.0 [E:\••• \••• \••• \F •rft] Page 1 Company Designer Job Number : F1 10/15 November 22, 2011 Checked By: Soil Bearing Description ASCE 2.4.1 -1 ASCE 2.4.1 -2 ASCE 2.4.1 -3a ASCE 2.4.1 -3b ASCE 2.4.1 -3c ASCE 2.4.1 -3d ASCE 2.4.1 -4 ASCE 2.4.1 -5 A B Categories and Factors 1DL 1 DL +1 LL 1 DL +1 WL 1 DL +.7EL 1 DL +.75LL +,75WL 1 DL +.75LL +.7EL .6DL +1 WL .6DL +.7EL A A Gross AIIow.(psf) 2000 2000 2000 2000 2000 2000 2000 2000 Max Bearin A g (psf) 485 (A) 723.125 (A) 196.25 (A) 485 (A) 447.031 (A) 663.594 (A) 2.25 (A) 291 (A) B Max/Allowable Ratio A .242 .362 .098 .242 .224 .332 .001 .145 D D C D C D .4 .r.'. 1 DL +1 WL 1 DL +.7EL 1 DL +.75LL +.75WL 1 DL 1 DL +1 LL 447.031 psf 485 psf QA: QA. 485 psf QA: 723.125 psf QA: 196.25 psf QB: 485 psf QB: 723.125 psf QB: 196.25 psf QB: 485 psf QB: 447.031 psf QC: 485 psf QC: 723.125 psf QC: 196.25 psf QC: 485 psf QC: 447.031 psf QD: 485 psf QD: 723.125 psf QD: 196.25 psf QD: 4851psf ND 44 .031 psf NAZ: -1 in NAZ: -1 in NAZ: -1 in NAX: -1 in NAX: -1 in NAX: -1 in NAX: -1 in NAX: -1 in ;B A A B A 1 DL +.75LL +.7EL QA: 663.594 psf QB: 663.594 psf QC: 663.594 psf QD: 663.594 psf NAZ: -1 in NAX: -1 in Footing Flexure Description ACI -99 9 -1 ACI -99 9 -2 ACI -99 9 -3 IBC 16 -5 IBC 16 -6 D .6DL +1 WL QA: 2.25 psf QB: 2.25 psf QC: 2.25 psf QD: 2.25 psf NAZ: -1 in NAX: -1 in Design (Bottom Bars) .6DL +.7EL QA: 291 psf QB: 291 psf QC: 291 psf QD: 291 psf NAZ: -1 in NAX: -1 in Categories and Factors 1.4DL +1.7LL 1.05DL +1.275LL +1.275WL .9DL +1.3WL 1.2DL +1 LL +1 EL .9DL +1 EL Footing Flexure Design (Top Bars) Description Categories and Factors Mu -XX (k -ft) SW +OB 1 SW +1 OB- (ACI -99 9- 3,ACI -99 9 -3) F 2.383 Moment Capacity of Plain Concrete Section Along XX and ZZ 48.601 k _ft 4 Mu -XX (k -ft) Z Dir As (in2) Mu -ZZ (k -ft) X Dir OA As 3.683 .002 3.683 .174 2.101 2.392 .538 RISAFoot Version 3.0 [E:\•••\•••\••• \F •t] .041 .002 .023 .026 .006 .174 2.101 2.392 .538 .023 .026 .006 Z Dir As (in2) Mu -ZZ (k -ft) X. Dir As (in )I 0 2.383 8.601 k -ft Per Chapter 22 of ACI 318. Page 2 Company . Designer . Job Number : F1 11/15 November 22, 2011 Checked By: Footing Shear Check Two Way (Punching) Vc: 410.22 k Description ACI -99 9 -1 ACI -99 9 -2 ACI -99 9 -3 IBC 16 -5 IBC 16 -6 One Way (X Dir. Cut) Vc 106.149 k One Way (Z Dir. Cut) Vc: 106.149 k X Dir. Cut Categories and Factors 1.4DL +1.7LL 1.05DL +1.275LL +1.275WL .9DL +1.3WL 1 .2DL +1 LL +1 EL .9DL +1 EL Concrete Bearing Check (Vertical Loads Only) Bearing Bc : 45.9 k Description Categories and Factors 1.4DL +1.7LL 1.05DL +1.275LL +1.275WL ACI -99 9 -1 ACI -99 9 -2 ACI -99 9 -3 IBC 16 -5 IBC 16-6 .9DL +1.3WL 1.2DL +1 LL +1 EL .9DL +1 EL Punching Vu(k) Vu/ .021 6.425 .303 NA 4.172 .938 0 NA .014 .003 c Vu(k) Vu/g5V .005 .404 .019 .23 .262 .059 Bearing Bu (k) Bearin58Bu /s6Bc .238 .033 17.341 7.115 .978 13.122 6.984 .44 .234 0 .003 .003 Z Dir. Cut Vu(k) Vu/ .005 INC .404 .019 .23 .262 .059 0 .003 .003 0 XX (k ft) Mo -ZZ (k -ft) Ms -ZZ (k -ft) OSF -XX OSF -ZZ Description Categories and Factors Overturning Check (Service) X (k -ft) Ms-XX ASCE 2.4.1 -1 ASCE 2.4.1 -2 ASCE 2.4.1 -3a ASCE 2.4.1 -3b ASCE 2.4.1 -3c ASCE 2.4.1 -3d ASCE 2.4.1 -4 ASCE 2.4.1 -5 1DL 1 DL +1 LL 1 DL +1 WL 1 DL +.7EL 15.52 NA NA 0 15.52 0 NA NA 1 DL +.75LL +.75WL 1 DL +.75LL +.7EL .6DL +1 WL .6DL +.7EL 0 9.24 0 6.93 0 9.24 0 Mo -XX: Goveming Overturning Moment about AD or BC Ms -XX: Governing Stablizing Moment about AD or BC OSF -XX: Ratio of Ms -XX to Mo -XX Sliding Check (Service) D i ti o n Categories and Factors Va -XX (k) escnp ASCE 2.4.1 -1 ASCE 2.4.1 -2 ASCE 2.4.1 -3a ASCE 2.4.1 -3b ASCE 2.4.1 -3c ASCE 2.4.1 -3d ASCE 2.4.1 -4 ASCE 2.4.1 -5 1DL 1 DL +1 LL 1 DL +1 WL 1 DL +.7EL 1 DL +.75LL +.75WL 1 DL +.75LL +.7EL .6DL +1 WL .6DL +.7EL 0 0 0 0 0 0 0 Va -XX: Applied Lateral Force to Cause Sliding Along XX Axis Vr -XX: Resisting Lateral Force Against Sliding Along XX Axis SR -XX: Ratio of Vr -XX to Va -XX 23.14 15.52 15.52 21.235 21.235 9.312 9.312 0 9.24 0 6.93 0 9.24 0 23.14 15.52 15.52 21.235 21.235 9.312 9.312 1.68 NA 3.064 NA 1.008 NA 1.68 NA 3.064 NA 1.008 NA Vr -XX (k) Va -ZZ (k) Vr -ZZ (k) SR -XX SR -ZZ 2.326 3.469 .94 2.326 2.144 3.183 0 0 0 0 0 .01 0 1.396 0 2.326 3.469 .94 2.326 2.144 3.183 .01 1.396 NA NA NA NA NA NA NA NA RISAFoot Version 3.0 [E: \... \... \...\F1 •rft] NA NA NA NA NA NA NA NA Page 3 Company . Designer . Job Number : 12/15 November 22, 2011 Details A 4 ft Controlling X direction steel requires the follovy►ing placement: Region 1 (starts at A): 12 in Steel: .61 in l? #5 @8.5 in) Region 2 (middle): 24 in Steel: 1.53 in (5 #5 @6 in) Region 3 (ends at B): 12 in Steel: .61 in (2 #5 @8.5 in) Bottom Reber Plan Geometry. Materials and Criteria B }c 4) N #5@5.67 in Z X Length :4 ft Width : 2 ft Thickness :24 in Height :0 in eX :O in eZ :O in pX :3 in pZ :3 in Footing Top Bar Cover :3.5 in Footing Bottom Bar Cover :3.5 in Pedestal Longitudinal Bar Cover :1.5 in Loads DL LL WL Gross Allow. Bearing Concrete Weight Concrete fc Design Code Overturning Safety Factor Coefficient of Friction Passive Resistance of Soil Footing Elevation :2000 psf (gross) :150 pcf :3 ksi :ACI 318 -05 Steel fy :60 ksi Minimum Steel :.0018 Maximum Steel :.0075 :1 Phi for Flexure :0.9 :0.3 Phi for Shear :0.75 :0 k Phi for Bearing :0.65 P (k) Vx (k) .52 1.46 -1.94 +P +VX D Vz (k) +Vz C RISAFoot Version 3.0 [E:\... \... \...\F2.rft] Mx (k -ft) (-)8+Mx D C Mz (k -ft) Overburden (psf) 100 D +Over 11 1411 Page 1 Company Designer Job Number : F2 13/15 November 22, 2011 Checked By: Soil Bearing Description ASCE 2.4.1 -1 ASCE 2.4.1 -2 ASCE 2.4.1 -3a ASCE 2.4.1 -3b ASCE 2.4.1 -3c ASCE 2.4.1 -3d ASCE 2.4.1 -4 ASCE 2.4.1 -5 A D 1DL QA: 465 psf QB: 465 psf QC: 465 psf QD: 465 psf NAZ: -1 in NAX: -1 in A D 1 DL +.75LL +.7EL QA: 601.875 psf QB: 601.875 psf QC: 601.875 psf QD: 601.875 psf NAZ: -1 in NAX: -1 in B Categories and Factors 1DL 1 DL +1 LL 1DL +1WL 1 DL +.7EL 1 DL +.75LL +.75WL 1 DL +.75LL +.7EL .6DL +1 WL .6DL +.7EL A C D 1 DL +1 LL QA: 647.5 psf QB: 647.5 psf QC: 647.5 psf QD: 647.5 psf NAZ: -1 in NAX: -1 in B C A D .6DL +1 WL QA: 36.5 psf QB: 36.5 psf QC: 36.5 psf QD: 36.5 psf NAZ: -1 in MAX: -1 in B A C D 1DL +1WL QA: 222.5 psf QB :. 222.5 psf QC: 222.5 psf QD: 222.5 psf NAZ: -1 in NAX: -1 in Gross Allow.(psf) 2000 2000 2000 2000 2000 2000 2000 2000 Footing Flexure Design (Bottom Bars) Description Categories and Factors 1.4DL +1.7LL 1 .05 DL +1.275 LL +1.275WL ACI -99 9 -1 ACI -99 9 -2 ACI -99 9 -3 IBC 16 -5 IBC 16 -6 .9DL +1.3WL 1.2DL +1 LL +1 EL .9DL +1 EL Footing Flexure Design (Too Bars) Description Categories and Factors Mu -XX (k -ft) SW +OB 11 SW +1OB- (ACI -99 9- 3,ACI -99 9 -3) I 1.043 - 4 A D .6DL +.7EL QA: 279 psf QB: 279 psf QC: 279 psf QD: 279 psf NAZ: -1 in NAX: -1 in B Max Bearing (psf) A 465 (A) 647.5 (A) 222.5 (A) 465 (A) 420 (A) 601.875 (A) 36.5 (A) 279 (A) C D 1 DL +.7EL QA: 465 psf QB: 465 psf QC: 465 psf QD: 465 psf NAZ: -1 in NAX: -1 in Max/Allowable Ratio .232 .324 .111 .232 .21 .301 .018 .139 B A � �B 1 DL +.75LL +.75WL QA: 420 psf QB: 420 psf QC: 420 psf QD: 420 psf NAZ: -1 in NAX: -1 in Mu -XX (k -ft) Z Dir As (in2) Mu- 6 �k- .016 .000319275 .013 .01 .393 .01 .399 .002 .09 1.411 .029 .903 .916 .206 Z Dir As (in2 0 Mu- ft) X Dir As (in2 ) .007 .000139061 .004 .004 .00098608 (k-ft) .454 X Dir As (in )I Moment Capacity of Plain Concrete Section Along )0( and ZZ 24.301 k ft, 8.601 k -ft Per Chapter 22 of ACI 318. RISAFoot Version 3.0 [E:\.•• \•••\••• \F2• ] Page 2 Company . Designer . Job Number : Footin • Shear Check Two Way (Punching) Vc: NA Descri tion ACI -99 9 -1 ACI -99 9 -2 ACI -99 9 -3 IBC 16 -5 IBC 16 -6 Cate F2 One Way (X Dir. Cut) Vc 53.074 k Punching k Vu/ ories and Factors 1.4DL +1.7LL 1.05DL +1.275LL +1.275WL .9DL +1.3WL 1 .2DL +1 LL +1 EL .9DL +1 EL Concrete Bearin • Check ertical Loads OM Bearing Bc : 45.9 k Descri •tion ACI -99 9 -1 ACI -99 9 -2 ACI -99 9 -3 IBC 16 -5 IBC 16-6 Cate ories and Factors 1.4DL +1.7LL 1.05DL +1.275LL +1.275WL Vu NA NA NA NA NA Bearin Bu 7.69 NA NA NA NA k NA 3.294 .9DL +1.3WL 1 .2DL +1 LL +1 EL .826 5.924 .9DL +1 EL Ov_erturnina Check (Service) ories and Factors Mo -XX k -ft Descri 'ton ASCE 2.4.1 -1 ASCE 2.4.1 -2 Cate 1DL 1 DL +1 LL ASCE 2.4.1 -3a ASCE 2.4.1 -3b ASCE 2.4.1 -3c 1 DL +1 WL 1 DL +.7EL ASCE 2.4.1 -3d ASCE 2.4.1 -4 1 DL +.75LL +.75WL 1 DL +.75LL +.7EL 0 3.88 3.348 Ms -XX k -ft 7.44 10.36 14/15 November 22, 2011 Checked By: One Way (Z Dir. Cut) Vc: 106.149 k X Dir. Cut Z Dir. Cut Vu k Vu/ 0 Vu k Vu/ .004 .002 0 3.3e -5 0 .002 .001 0 .003 .001 0 0 .000234 0 .155 .003 .099 .1 .023 Bearin • Bu/ .258 11 .028 .199 .112 Mo -ZZ k -ft p 0 7.44 0 .6DL +1 WL ASCE 2.4.1 -5 .6DL +.7EL 2.91 7.44 9.63 0 B p 0 Ms -ZZ k -ft 3.72 5.18 1.94 0 1.455 9.63 3.88 0 Mo -XX: Goveming Overturning Moment about AD or BC Ms -XX: Goveming Stablizing Moment about AD or BC OSF -XX: Ratio of Ms -XX to Mo -XX Sliding Check Descri •tion ASCE 2.4.1 -1 Service Cate ories and Factors 1DL ASCE 2.4.1 -2 ASCE 2.4.1 -3a ASCE 2.4.1 -3b 1 DL +1 LL 1DL +1WL Va -XX k 4.464 4.464 0 0 Vr -XX k 1.94 3.72 OSF -XX OSF -ZZ NA NA NA 1.918 3.72 4.815 0 1.114 0 1 DL +.7EL ASCE 2.4.1 -3c ASCE 2.4.1 -3d 1 DL +.75LL +.75WL 0 1.552 .532 Va -ZZ 0 k 4.815 2.232 NA NA 1.918 3.309 2.232 Vr -ZZ k NA 1.151 NA 3.309 NA 1.114 0 0 1.114 0 1 DL +.75LL +.7EL ASCE 2.4.1 -4 ASCE 2.4.1 -5 .6DL +1 WL .6DL +.7EL 0 0 1.006 0 1.552 NA 1.151 NA SR -XX SR -ZZ NA .532 0 1.443 0 .086 .668 Va -XX: Applied Lateral Force to Cause Sliding Along XX Axis Vr -XX: Resisting Lateral Force Against Sliding Along XX Axis SR -XX: Ratio of Vr -XX to Va -XX RISAFoot Version 3.0 [E: \... \... \...\F2.rft] 0 1.114 NA NA NA NA NA NA 1.006 0 0 1.443 .086 NA NA .668 NA NA NA NA NA NA NA Page 3 ALLOWABLE LOADS (LBS) TYPICAL JUS 1NSTALLATIU JUS L Minimum header thickness shell be 8 thrOughdthe end of shall the Jotstan for 16d nails. 30 -40 degrees horizontally such he header. MP B. JA FRAMING A E CONNECTORS MP 1. Hinman header thiekne 2. Load values are for Fr 3. The joist shall be a LI irectlon for wind uplift. uplift = 700lbs. ()cannot be used ref' IBC 2321.7- Inches For 16d nails, and 1 es Installed singly, and nay be 1/2 Inches thick. Inches for all others spec! led, oubted If installed __ TYPICAL A ': NS GENERAL NOTES( SrEEt. SHALL CONFORM TO ASTM 4653, STRUCTURAL GLADE 33,U,LlN. AND A MINIMUM GALVANZIED COATING Or G-40. 2. FASTS ARE COON WIRE NAILS MESS OTHERWISE NOTED. 3. ALLOWABLE BEEN B A SHCRT TERN T1A or WIND NO FURTHER INCREASE ALLOWED. 4, ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERI4 DURATION FACTOR. 5, ALLOWABLE LOADS ARE BASED UN. THE NATIONAL BESTt ACCORDANCE TIN FOR WOOD CONSTRUCTION p SbTRUCTIO 20D1 ED17113. IN UNITED STEED PRODUCTS CO PA Dike. 1 Suleiman PH P.: ij FACE MOUNT JOIST HANGER AND FRAMING ANGLE ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA LICENSE. NO. 55409 SHEET' 1 OF 1 MDADE