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DGT-12-1656Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 181974 Scheduled Inspection Date: November 26, 2012 Inspector: Bruhn, Norman Owner: CASTRO, JULIANNA Job Address: 1020 NE 99 Street Miami Shores, FL Permit Number: DGT -9 -12 -1656 Project <NONE> Contractor: FLORIDA PERGOLA LLC Permit Type: Decks /Gazebos/Trellises Inspection Type: Final Work Classification: Trellise Phone Number (305)978 -0977 Parcel Number 1132050320020 Phone: (305)400 -0200 Building Department Comments BUILD TRELLIS Infractio Passed Comments INSPECTOR COMMENTS False Passed' Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 181863. CREATED AS REINSPECTION FOR INSP- 181289. CREATED AS REINSPECTION FOR INSP- 181203. CREATED AS REINSPECTION FOR INSP- 180461. CREATED AS REINSPECTION FOR INSP- 178120. 1) Provide a ladder to inspect all joist to beam connections. Cap top of tube steel to protect from water. Paint exposed tube steel. The structure is not laterally supported. Provide detail from the designer for lateral support. cancelled my Matthew Not ready NB No access gate locked. NB November 26, 2012 For Inspections please call: (305)762 -4949 Page 8 of 11 1 69—.— PERMIT # 51- I ((JcJy(P CONTRACTOR: i Ian GI � 2eil9 611 SUBMITTAL DATE:: 6\110 ) 2 6 ADDRESS: 10 0 Ni C NAME: )AQM�i (/.OA RESUBMITAL DATES: PROJECTPE: S ZONIt ) FIRE STRUCTURAL IMPACT FEES ELECTRICAL HRSIDERM PLUMBING NOC MECHANICAL LDG Matthew Bovell Florida Pergola / CGC 1518817 8901 SW 157 Ave, #16 -137 Miami, FL 33196 Norman Bruhn Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores Village Fl 33138 Inspector Bruhn, This letter is to confirm that the column at 1020 NE 99 Street (Permit #: DGT -9 -12 -1656) has been inspected and I do not believe that the cracking is a structural issue. Both the engineer and I feel that, especially given the changes, that the structure is safe. If you have any questions please contact me at (305) 981 -6825 Thanks, Matthew Bovell cARI.0S RI03 * pqy . _....� # EE 178199 :0,10:`C 6011_ .Ji... 4....4.4k1 CAMOSRIM * (_r * MYCOMISSIONiEE178199 IN " EXPIRES: March 11 2018 , FINISH GRADE X / X / \X / \X / FOOTING MODIFICATION AND COLUMN BRACING DETAIL 6 "x6" WESTERN CEDAR WOOD COLUMN (TYP. OF 2) NEW 2'- 6 "x2' -6 "x1' CONCRETE POUR OVER EXISTING FOOTING. (4) #5x2' LONG BARS G ° ° \/ \ \\ / \ \ \ / \ \\ / \ \\/ ° a 4 DRILL AND EPDXY #5x12" LONG 4 BARS INTO EXISTING FOOTING ° 6" MIN. EMBEDMENT (TYP. OF 4) rIr 2'- 6 "x2' -6" EXISTING FOOTING COLUMN FOOTING MODIFICATION sCALE: r -1-0• 6 "x6" WESTERN CEDAR WOOD COLUMN (TYP. OF 2) 4 ° ° Q a 4 ° d ° 4 ° ° d 4 a 4 ° ° 4 8 4 1 a 4 6" 2' -6" TOP VIEW SCALE: r -1'-O- DRILL AND EPDXY #5x12" LONG BARS INTO EXISTING FOOTING 6" MIN. EMBEDMENT (TYP. OF 4) (4) #5x2' LONG BARS 2'-0" \` . 6 "x4" CEDAR WOOD BRACING (45 DEG. ANGLE) ATTACHED TO WOOD LINTELS WITH (2) Y "x10 GALV. THRU BOLTS N AND TO CEDAR COLUMN WITH (2) i" x8" LAG BOLTS COUNTERSUNK. (TYP. EACH COLUMN) (2) 2x10 CEDAR WOOD LINTEL. l`— 6"x6" WESTERN CEDAR WOOD COLUMN (TYP. OF 2) TOP COLUMN BRACING DETAIL SCALE: r •1'-0• PROPOSED PERGOLA MS JULIANNA CASTRO 1020 NE 99 ST MIAMI, FL 33138 SURAMY CABRERA FLORIDA P.E. #56222 1541 SOPERA AVE CORAL GABLES, FL 33134 11111111111111111 1111111111111111111111111111 CFN 2012R0703573 NOTICE OF COMMENCEMENT 0 EC RDEO Pe 3/231 c10:3 RECORDED 1r]I03L2r]12 iir�39:22 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION HARVEY RUVIN, CLERK OF COURT IIIAIMI -DAME COUNTY, FLORIDA LAST PAGE PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO. THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal d 'ption of property and street / address: • 2. Description of improvement: 3. Owner(s) name a3d ddress: c zc Q.iE+ cicA rAA iPi►il�l i 1/4A.G , ®l. '330 Interest in property: Name and address of fee simple titleholder: 4. Contractor's na nd address: Vl 6r-ter" CtdySIc.‘ Itri 0 stj VS-1 ("Qt. l- S 1 takiremp:. ‘ Q L. 3 3 let to 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: titiutes 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(1)(a)7., Florida.Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of U. Owner /�,,, Print Owner's Namealianna. 5� Swom to and subscribed before me this Notary Public: Print Notary's Name: My comnhission expires: Prepared by day of l/�e•• , 20 \`2. .,.r t. Address: of ou':)natea * 44.......;.+.0. yr •,il: • 1EE178198 EXPIRES: March 11, 2016 nrnY -'NiTE OF FLORIDA, COUNTY OF DADE -•= - - /HEREBY CERTIFY that this is a fnia copy of the orintPirk on I 'i )' Y. .A020 daY ell WffNESinry hand and Mel Seal. MAR :'„ 11. C1.EBK, of Circuit end County Coeds qq4 __o�. 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 I Z FBC 20 BUILDING Permit No. Oar )L I(Q5(e ::r 5.D Vim- --� PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: /0Z0 N e- q9 Sr City: Miami Shores County: Miami Dade Folio/Parcel #: 1/ 3WJ 032 Oo 2O Is the Building Historically Designated: Yes 0) Flood Zone: OWNER: Name (Fee Simple Titleholder):.. / U /1.0i Gi lel K 4 CA $7 1' O Phone#: 3 ar 9 7S o ci ;% Address: iolo Nell !1 City: Miawl, State: f Zip: 33/38 Tenant/Lessee Name: Phone#: Email: ✓ UJJ 1 L. A4 4%0 4 "C 17. L� O M.'+ CONTRACTOR: Company Name: 14f, 'C CC)-e c3 `C-N- Phone#: Address: A � ‘C,3(. �� CS-1 � . ` o - x.3-7 City: M CA (.M State: 'Zip: `33 t cl ce Qualifier Name: N .R.4,0 crime,`\ Phone 'DO - °A i G q State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: K i` �io(° �` C)eC %" ° CA:5'f°O' DESIGNER: Architect/Engineer: ?� ` % V9 Ce, to re. CZ", Phone#: zip: 331 3A a Value of Work for this Permit: $ C) uarelLinear Footage of Work: Type of Work: °Addition °Alteration ! ORepair/Replace Description of Work: C \ 6:` i $ / " °Demolition Color thru tile: ******** ******** ****************** ***** ******** i**** ***** ***B*** *3***************** dJ Submittal Fee $ Permit Fee $ (' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 113- Bonding Company's Name (if applicable) F "' 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 reinspection fee will be charged. Signature A ' Owner or Agent The foregoing instrument was acknowledged before me this day of it( _.!__ ; __. 1 9-, by <i 0 -nr10, ea S4Nro , w o is pe . nally kno me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Signature Contractor The foregoing instrument was acknowledged before me this Zrz day of �u� ,2012 , by Ukie� \ , who is,personallv knovm to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: I • " "h• ESTRELLA M. FERRER ItoJaitPublic - State of Florida - • • • z My3rrAn�pQh�''E�xpires Apr 2, 2015 „"2- `ir"d`nlnNssion # EE 74871 Dili \°°'� Bonded Through National Notary Assn. • My Commission Expires: 4p4.'"fi /n CARLOSNOS {t MY COMMISSION b EE 176199 ,r • . March 11, 2016 APen..,o0 Bonded Tluu Budget Natny Serra e,r********* *** ****** ******* **** **via•,e*** **** ** a************* ******** *+xes**** ***** *** ****** rasa•* e+ �+�.s+aa�a<�s,x*** APPROVED BY Plans Examiner 7/t Structural Review (Revised 3 /12t2012)(Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) (.Zoning Clerk 28' -1" 26' -5" 0 Ns N PROPERTY UNE 20' -4 Ill ■I7 ■■ 1111 II I ' I I! IIIII '1.1■ II■■III■III (1111TH •IIIIllIVIIII.711111 11111■ ■III ■■.OMIKE 1 MB l 11 MN I III MIME 1 111111 VIII 11111 IN WI IM I Ell l7 ■11111 1Uu••IIlIlIIIIIIIIIII 'AIM I BEM U■ IIIIII 1 111 11111111111 ■ IIIIII 111111IIIIIIIIII■■IIIIIIi 1 Illl I I I■ VIII I I (IIIIIII l • I VIII PROPOSED PERGOLA. SEE S -2 FOR PLAN AND DETAILS. 24' -4" 6 3 11' -7" to EXISTING ONE STORY RESIDENCE 1020 NE 99 ST MIAMI, FL 33138 Ns N N. N. N. 30' -11" 24 -11" 52' -5" PROPERTY UNE SITE PLAN Carly far r&aranao) SCALE* Vs - r-o" GENERAL NOTES THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED AND ALL WORK SHALL BE IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE. ALL CODES REVERENCED HEREIN ARE PER THE LATEST ADOPTED EDITION. DESIGN FORCES AS PER ASCE 7 -10 USING V=175 MPH EXPOSURE "C" AND 2001 NOS. 11115 DETAIL 15 PREPARED AS A GENERAL MODIFICATION DETAIL. TYPICAL FIELD CONDITIONS ARE ASSUMED IN THE DESIGN. SHOULD ANY SPECIFIC LOCATION DIFFER FROM THAT SPECIFIED HEREIN OR STANDARD FIELD CONDITIONS. ADDITIONAL SPECIFIC ENGINEERING MAY BE REQUIRED AS DETERMINED BY THE BUILDING INSPECTOR AND PERMITTING CONTRACTOR. CARE SHALL BE TAKEN BY CONTRACTOR IN ALL APPLICATIONS OF THIS DETAIL. THE INSTALLATION OF ANY DOCK ACCESSORIES THAT DONT AFFECT THE STRUCTURAL INTEGRITY OF THE STRUCTURE ARE OUTSIDE THE SCOPE OF THIS CERTIFICATION. CONCRETE (IF USED) TO DEVELOPED A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I AFTER 28 DAYS CONCRETE MIXTURE AND PLACEMENT TO COMPLY WITH THE PROVISIONS OF THE A.C.I. BUILDING CODE CURRENT EDITION. WWM SHALL CONFORM TP ASTM A185. 100 ONUS (IF USED) SHALL BE EMBEDDED IN SANDY GRAVEL. GRAVEL OR ROCKY SOIL. 6 "a6" WOOD POST WHEN USED SHALL BE WRAPPED W10FI A APPROVED ASTM 30 LBS FELT OR SUITABLE EQUIVALENT 50 AS TO PREVENT DIRECT CONTACT BETWEEN WOOD AND CONCRETE. ALL BOLTS AND SCREWS SHALL BE 2024 -T4 ALUMINUM ALLOY, ELECTRO -GALV. STEEL , HOT DIPPED GALVANIZED STEEL OR STAINLESS STEEL. PURLINS (IF USED) SHALL BE ATTACHEDED W/ 3" LONG GALVANIZED RING SHANK NAILS EVERY RAFTER. ALL CONCRETE ANCHORS SHALL BE AS SPECIFIED ON ORAWNGS. EMBED LENGTHS NOTED ON DRAWINGS SHALL NOT INCLUDE STUCCO OR FINISH MATERIAL. STEEL AND ALUMINUM MEMBERS IN CONTACT WITH CONCRETE AND WOOD SHALL BE PROTECTED BY "KOPPERS BITUMINOUS PAINT" IN ACCORDANCE WITH FLORIDA BUILDING CODE 2007. ALL DIMF.NSIONS TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION ALL DIMENSION LUMBER SHALL BE PRESSUS_ IMPREGNATED (PT) BY AN APPROVED PROCESS (ACO 0.4 PRESSURE TREATED) PRESERVATIVE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF BUILDING CODE AND AMERICAN WOOD PRESERVERS ASSN (AWPA) THE BUILDING SHALL HAVE A PRE - CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES A CERTIFICATE OF COMPUANCE SHALL BE ISSUED '0 THE BUILDING DPI. BY THE UCENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TEATMENT IN ACCORDANCE VATH RULES AND LAWS ESTABLISHED BY THE FLORIDA OPT. OF AGRICULTURE AND CONSUMER SERVICES. THE PRESUMPTIVE BEARING CAPACITY OF THE SOIL USED FOR THE DESIGN OF THE FOUNDATIONS IS 2000 PSF TYP. OF SAND AND SILTY SAND MATERIALS. PRIOR TO THE INSTALLATION OF ANY 1001I50 FOUNDATION SYSTEM . OR NEW BUILDINGS. STRUCTURES OR ADDITIONS THE BUILDING OFFICIAL SHALL BE PROVIDED WITH A STATEMENT OF ALLOWABLE BEARING CAPACITY FROM AN ARCHITECT OR ENGINEER (2007 FBC, RESIDENTIAL SECTION 54404.2.2) A SIGNED AND SEALED LETTER WILL BE PROVIDED TO THE BUILDING OFFICIAL STATING THAT SOIL BEARING CONDITIONS ARE AS ASSUMED. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOVAV ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR. INDEMNIFIES AND SAVES HARMLESS THIS ENGINEER FOR ALL COST AND DAMACCS INCLUDING LEGAL FEES & APPELLATE FEES RESULPNG FROM MATERIAL FABRICATION. SYSTEM RECTION AND CONSTRUCTION PRACTICES BEYOND THAT WICH IS CALLED FOR BY LOCAL. STATE AND FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. EXCEPT AS EXPRESSLY PROVIDED IN HEREIN. NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. DESIGN CRITERIA. ASCE 7 -10. EXP. CAT. "C" BLDG. TYPE I, OPEN BUILDING WIND VELOCITY= 175 MPH MEAN HEIGHT: W-4% ROOF ANGLE: 0 DEG. VELOCITY PRESSURE Oh= 0.00256 KzKi1KdV21 6 "66" WESTERN CEDAR WOOD COLUMN (TYP. OF 2) FINISH GRADE RECEIVED SEP 0 6 VCOT)2-71(OWQ 2 #6x24° REBAR IN CROSS THROUGH BASE OF WOOD COLUMN TO PREVENT UPLIFT 2.5'02.5'02" CONCRETE FOOTING WITH 4 #5 EQUAL SPACED BOTH DIRECTIONS AT BOTTOM (TYP. OF 2) 2'- 6 "v2' -6" ZCNING DEPT BLDG DEPT qo- SUBJECT 110 CCNIPUA•dCE W1'rd ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS SURAMY CABRERP, FLORIDA P.E. d51222 1541 SOPERA\AVE CORAL GABLES. Fl. 33134 SC PRIVATE PROVIDERS, INC CA LIC. No. 29630 PROPOSED PERGOLA MS JULIANNA CASTRO E- Tn CN O RE'=V1S -EONS! DRAWING TITLE: SITE PLAN FLOOR PLAN ELEVATION & DETAILS 408 Na RF7)ONDO 2012 DATE 08 -14.12 065804: F.A. CHECKED: S.C. S -1 2 "x2- CEDAR PURUNS @ 12" 0.c. AND ATTACHED W/ 3" LONG GALV. RING SHANK NAILS EVERY RAFTER. (TYPICAL) 2 "x8" CEDAR WOOD RAFTER ®16" O.C. (TYP.) ATTACHED TO W000 BEAMS AS PER 4/5 -2 1T -0" 20 -0- LINE OF EXISTING ROOF OVERHANG STEEL BRACKET SEE 3/S -2 OEM EXISTING ONE STORY PROPERTY BEHIND 6 "x6° CEDAR WOOD COLUMNS, FOR FOUNDATION DETAIL SEE 1 /S -1 (TYP. OF 2) (2)2 "810" CEDAR WOOD BEAMS ATTACHED TO STEEL COLUMNS AS PER 5/5 -2. H_ 11 11 fl n 11 11 11 11 H BESTEENL G BRACKETS RI ri 17-0 ' STEEL BRACKET SEE 3/5 -2 (2)2 "810' CEDAR WOOD BEAMS ATTACHED TO STEEL BRACKETS AS PER 3/S -2. EXISTING ONE STORY PROPERTY WOOD COLUMNS AT FRONT (TYP. OF 2) © �� • .. �s=�. EXISTING ROOF • (2)2 "00" CEDAR WOOD BEAM ATTACHED TO STEEL BRACKET WITH (2) )6 "x8 GALV. THRU BOLTS BOT. OF STEEL BRACKET (F.V.) ELEV. + 8' -8" EXISTING CONCRETE TIE BEAM 2-x2' CEDAR W000 PURUNS @12" 0.C. (TYP.) 1r-o- 9" 6 8 "x10 "83/8" STEEL PLATE (SEE STEEL PLATE DETAIL ON TH15 SHEET) 2 "x8" CEDAR WOOD RAFTER 016" O.C. (TYP.) ATTACHED TO WOOD BEAMS WITH (2) 48"x1 0" GALV. LAG BOLTS COUNTERSUNK. 2 "x2" CEDAR WOOD PURUNS @12" O.C. (TYP.) (2)2'810" CEDAR WOOD BEAM ATTACHED TO STEEL BRACKETS AS PER 3/S -2 STEEL BRACKET BEHIND 17 -0" 6 — H5548481/4" STEEL TUBE FULLY WELDED TO STEEL PLATE CONFORMING STEEL BRACKET (TYP. OF 2) • I�IOF WOOD RAFTERS (F.V.) ELEV. + 10' -6° (2)2 "x10" CEDAR WOOD BEAM ATTACHED TO WOOD COLUMNS AS PER 5/5 -2 3' 686 WOOD POST FOR FOUNDATION DETAIL SEE 1/5 -1 (TYP. OF 2) 2",(13" CEDAR WOOD RAFTER @16" O.C. (TYP.) ATTACHED TO WOOD BEAMS AS PER 4/5 -2 6 HSS 4",(4'81 /4" STEEL TUBE FULLY WELDED TO STEEL PLATE 2 "x8" CEDAR WOOD RAFTER 8:46" O.C. (TYP.) ATTACHED TO WOOD BEAMS AS PER 4/S -2 BOT. OF WOOD RAFTERS (F.V.) ELEV. + 10' -6" (2)2'00' CEDAR W000 BEAM ATTACHED TO W000 COLUMNS AS PER 5/5 -2 6'86" CEDAR WOOD COLUMNS BEHIND 8'810 "83/8" STEEL PLATE WITH (4) 5/8 "DIA.84 -3/4" KWIK BOLT 111 EXPANSION ANCHORS EMBED 4" INTO EXISTING CONCRETE N TIE BEAM. 2 "x2" CEDAR WOOD PURUNS @12" O.C. (TYP.) I 17 -0" (2)2x10" CEDAR WOOD BEAM ATTACHED TO WOOD COLUMNS WITH (2) )3"x10 GALV. THRU BOLTS (TYP. EACH COLUMN) cs �1. WI SURAMY CABRERA FLORIDA P E. 456222 1541 SOPERA AVE CORAL GABLES. FL 331:4 SC PRIVATE PROVIDERS. INC Cs CA. LIC. No. 29630 PROPOSED PERGOLA MS JULIANNA CASTRO REVISIONS DRAWING TITLE: SITE PLAN FLOOR PLAN ELEVATION & DETAILS JOB No: RIDOND0_2012 DATE: 05.14.12 DRAWN: FA. CHECKED: 5.C. S -2