Loading...
284 NE 102 St (4)LATE AFTERNOON C � Passed U / Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -3748' Inspection Date: 12/20/2005 Inspector: Grande, Claudio Owner: VUKOVIC, VLADIMIR Job Address: 284 102 Street NE Project: <NONE> Contractor: Miami Shores Village, FL Building Department Comments Tuesday, December 20, 2005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phoj (305)795 -2204 Fax: (305)756 -8972 tl� Block: Permit Number: BP2005 -1185 Permit Type: Imported Permit Inspection Type: Shutters Work Classification: Shutters Phone Number Parcel Number 1132060134710 Lot: Page 2 of 2 DECEMBER 21, 2005 TO: MIAMI SHORES BUILDING DEPARTMENT RE: SHUTTER INSTALLATION AT 284 NE 102 STREET This letter will serve to acknowledge that all the shutters for windows and doors located at the above address have been installed successfully and in fact have already served us well during hurricane Wilma. Should you need any additional information in this regard, please do not hesitate to contact me directly @ 305- 758 -7007. Thank you for your assistance in this matter. JANET VUKOVIC (Homeowner) 284 NE 102 Street Miami Shores, FL 33138 BUILDING PERMIT APPLICATION FBC 2001 Tenant/Lessee Name Contractor's Company Name Contractor's Address City State Qualifier State Certificate or Registration No. Type of Work: Describe Work: Z�f Total Fee Now Due $ ['Addition (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. S° 1 i s Master Permit No. 7‘,8 Permit Type (circle): Building j Electric mb Mechanical Roofing � Owner's Name (Fee Simp itleholder� Yj op I6.r ���'� �1'hone # ( �O J f � . T L Owner's Address O City ' 1 f / Z State v Zip Phone # Job Address (where the work is being done) -CMY & City Miami Shores Village County Miami -Dade Zip is Building Historically Designated YES NO Phone # Zip Certificate of Competency No. Architect /Engineer's Name (if applicable) Phone # $ Value of Work For this Permit , g7/1) " 1 Square Footage Of Work: ❑AIt rate ❑New ❑ Repair /Replace 11 Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 3 ii0 " CCF $ 3 • CO /CC Notary $ Training /Education Fee $ 0• rot) Technology Fee $ 8 .SO Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ or Bonding Company's Na►ne (if 1pp4icable) 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, L (EATERS, 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. Print: ,I 1 Signature QJ � 1J� • ( Signature Owner or Agent The fore fng s trument was acknowledged before me this a The foregoing instrument was acknowledged before me this day o// 20e , by nTs \ c,e4\.C_ , day of 20 by who �is.personally known to me�r who has produced who is personally known to me or who has produced Asidentificatio►,and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Si Sign: Print: My Commission Expires: ` NOTA PU • eet9rrr e� rt "L, I. h Fusi% My Commission Exp ;rYA,b{ t I;a alY 9.2005 * * * * * * * * * * * * * * * ***-7 4,1011vii****- *..tr.;t ": Pik ** * ** * ** * * * * * * ** *** ** * * *: lit************ d: ** * ** * ** * *le ** ** * ** * * * * ** * * **** ************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning APPLICATION APPROVED BY: chc 05/13/03 Contractor Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/12/2005 Applicant: JANET Owner: VUKOVIC JOB ADDRESS: 284 Contractor Local Phone: Parcel # 1132060134710 NE 102 Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -1185 VUKOVIC JANET ST Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 1 & LOT 2 BLK 35 LOT SIZE Fees: FEE2005 -11160 FEE2005 -11161 FEE2005 -11162 FEE2005 -11163 FEE2005 -11164 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $340.00 $1.80 $0.60 $8.50 $3.00 $353.90 Total Fees: $353.90 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 2/6 /2006 Construction Value: $3,000.00 Work: STORM SHUTTERS AUG 1 2 PAID c iC Z7 ,37D In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: MIA M I•DADE Poma Corporation 9040 Belvedere Road West Palm Beach, FL 33411 SCOPE: Pos. 1(ob SiiPu MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION , - ' _ ; (305) 375 -2901 MIAMI FAX FLORIDA (305) 375 33130 -290 8 NOTICE OF ACCEPTANCE (NOA) ca coax This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.063" Aluminum Storm Panel APPROVAL DOCUMENT: Drawing No. 96-47, titled "0.063" Aluminum Storm Panel ", sheets 1 through 3 of 3, prepared by Knezevich & Associates, Inc., dated 3/25/96, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 renews NOA #99- 0219.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez NOA No 02 -0417.06 Expiration Date: April 18, 2007 Approval Date: May 16, 2002 Page 1 a M < 5 w e x i is er «1 TENT•ON PASTE se ]A- O.C. SEE ANCHOR SCHEDULE P00 ANY ANCHOR 12197100 STRUCTUIIE O STORM PANEL SCALE 175 TY• 4..00 MAX. ANGLE SCALE . 7/1•• • 0 -1 PRODUCT MANNING LOC•TION/ 1.110' w10TN VNLINITID IPERP TO P•KL SP•NI SEC T100P . TOP 740007 i P A O TYPICAL ELEVATION PLAN viEw 60T70M MO067 AL ANGLE CLOSURE MC!. r • r • .oSS mod. To 9ROD0CIMARNING (OPTIGN•L LOC•TIDN7 ero- aa3r 17:67 0a170N7AL LC =__= fLEOOPTIONAL ALT L!O 3 7.000 DIR[CiION O 6 OPTIONAL ANGLE SCALE l /t • 0' -r (X457160 STRUCTURE "h" HEADER SCALE . I/1 • 0' -r PLAN VIEW SCALE 1 -1/7 • 1•-0 WINGNUT SCALE. HALF SIZE MOTH UNIrvI EC IPERP TO 1 1 ---yyy SIANI 1 SEC 1044P. 11 I YP I TYPICAL ELEVATION - DIRECT MOUNT O "U•' HEADER SEAL! r 7/4. • 0•-1 I 200' 1 grNFRAI 1407r% 1. THIS SNOT TER SYSTEM IS 0111074117 IN ACCORDANCE 0I7N TN[ 5014714 FLORIDA D UILDWO CODE. 1111 [017400. AND 70! 1331 6ROM ARO COUNTY EDITION. 2. POSITIVE AND NEGATIVE 015104. 6 0115061 CALCULATIONS SHALL OE P1RFORM30 444 ACC0R0•NCE 1 71774 •SCE 1 -EE - MINMUM DESIGN LOADS •06 OURDINOS NO 0THE6 STR0CTUR(S TABLES SMALL 61 REFERENCED AT LATE 0(1106 LOADS. 1. STORM PANELS OE SOS] -770 ALU7NU74 A14.0Y. 0. 067 TONER. MIEN AN P/ OEFO6E ROLLING) OF 73 001 EXTRUSIONS SMOMN SMALL 0! 10(5 -TL. ALU70N1M 0 1 PRODUCT 44.661605 SHALL OE WITH.. 17 OF OM ENO OF THE 6•N(L worm • HN Or OK ...two PER PANEL *NO SHALL 67 LATCLC0 AS 9011005 S. ALL OM TS •440 0• 50305 61 GALVANISED OR SI AIMLESS STEEL MITN• 441644!!1 PI • 7S 651 1/7- OVERLAP 1 AL. ANGLE CLOSURE PIECE. r • r ..us MD& TO • V • .177 MALI. POM.006P06A TON VEST PALM 'EACH. FL CIAO( COUNTY •600. •9•00 TOP & •07 TOM DIT•RS SHOWN ■•Y OE MT(RCN.NGCD •S PNLD CONDITIONS DICTATE. PANELS M•Y OE 740U7r1O MON]o0 7.11Y 131761 APPLK•6LE. 7. THE OCT ARS AND SPECIFICATIONS SHOWN MIRLNRIPRE SENT TM/ •6000015 FOR MPAC T. CYCLIC AND UNIFORM STATIC •m PRESSURE LOADINGS N CONFORMANCE WITH DADE COUNTY ►70703019 P• 701. 707 AND 701. - POSITIVE DESIGN LOAO 60 P59 - NEGATIVE OESIGN LOAD 00 151 1. DESIGN IS BAUD ON ETC TEST REPORT N.. 16_063 DATED 7 -16-11. PRODUCT RENEWED as Eompi iO! Kith the Florida Balding Cade zoipp Acceptance NO 3 '0413• Efpinti6D Date /P r 616 �TYP � .0 NC PUNCHED ],l 0 616. ANGLE 41 LL f1. 0 0H3MT D CIN If w L �ARS POR CINGI 6 STUDDED ANGLE SCALE : 1 /1 • 0' -1'• 6MA6 PAfTLM6 • 71 911 AN(7g6 SCHEDULE FOR ANY AN(N06 PRODUCT RENEWED ACCEPTANCE No. et 'CI - 0 211 • p EXPIRATION DATE URA 1 A•lan� BY ODIlQ�f,O` NIROL DIVISION WILDING CODE COMPLIANCE OFFICE 0760070 APPRDYED AS )' STRUCTURE SOUTH fLOR r -II DA • :Les J. BY i�� PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOR -m 1.-7 -J66 NC WITH THE ING CODE Q, 19J1G A 9 .... 6 -47 I l GLASS OR 0004 N N. PROM GLASS • 2 -1/8 GLASS OR 0005 j .A■J 01.1-4 1 .11--- IIDCONT ANGLE TO MALL DE TAIL — CxIS T4.14 STRUCTURE TENSION NS TIMER 151E •NC100R SCH(OULO TrP. TOP L SO•TO•- �— CXIST•p STRUCTURE w0o0 T0•w50 NM. SEAARATION PROM GLASS • 2 -1/. GICONT. MOOD PRAMPIO TENSION 1511 A5(504 SCMOULII Tv0 TOP • •011010 O A WALL MOUNT SECTION SCALE 3 • 0.0" O WALL MOUNT SECTION SCALE : 3 . t•.0- 1/ .20 M•CHG10 00L • w01GNUT • I O.C. *OR 1710010 ANGLE 0011T TOP L OOTTON U11 • 12 0 C. PANEL TO ANGLE DETAIL /MOLE TO WALL O(TA1L PANEL TO ANGLE DETAIL I/O. 0 MACHINE 5041 L 501020)7 • S - 0.C. POO 87000(0 ANGLE 110111 TOP L 000TOM USE • 12 O.C. - 4/4.20 MACHINE MOLT • 5010MUT • S - 0.C. *OR s700000 ANGLE OOTN 10► L SOTTO" USE I © CEILING /INSIDE MOUNT SECTION SCALE 3" • 0 -0 MIT. S(PARATION PROM GLASS • 1 -3/1 GLASS OR 0000 Y • 8 - P.T. 5000 (001. CONT. 123L THIS DETAIL MAY OE Usro •T TOP OR EDT TOM OP PANELS. NOM U81 OP TN3 DETAIL IS 409110 TO • 12 pp.. WALL MOUNT SECTION (BOTTOM) SCALE : 3 • - ' -0 0/4 • • 14/4" S.S. LAO '1 - 0.1. 5/ 1.57 PENI TRATIOM OTTO 0/000 2 - 1/4 • 4.0/2- S.S. LAG SCREW • 21 O.C. MAP. w/ 1 -1 /a PENETRATION IN CENTER OP STLOS II IIR•. ON PROM GLASS • 2.3/1 - (XIS TING STRUCTURE GLASS OR 0004 GLASS OR 0000 ()Tour. TY*. TOP L 00770• CRIS T010 S STRUCTURE -L- COST. Tv. OP L 8071011 1185'05 P•STINIR MCC ANCHOR SCH(OULI1 T70 TOP L 507705 1/4.20 M*CIRN( •017 s NUT • 12 0.C. Try. TOP L /077010 440 MACHINE ROL T L WINGNUT • S 0.C. *O0 ST00010 ANGLE 0070 TOP L OOTTOM USC • 12 O.C. • SIDE CLOSURE 0(0'0 ISIS PL•M VKw) "0"5. -N(.o( 1 OE U8100I C0M001A11 NTM5 DETAIL. © BUILD —OUT MOUNT SECTION SCALE. 3" • 0 -0 - 1{031010 P *STCNIP - U51 P. WL C *1x-15 •T O.C. 00 I C OR w0000USHI -G TC 4 12 O C. 00 NOT LIST 571(0( 5(51DULC S•ACW0 TS LCSS S S 1511 •541000 TC*(0011 •04 P•57(A 0(0 SPECS L SP. CING1 7YP 70P • LDTTDN PRODUCT RENEWED reonplymt with dm Plaids Bidding Code Acceptance No E>afntlo. Date 4 (DIRECT MOUNT) SCALE : 3 • 1 -0 • a i6 PR ODUCT RENEWED ACCEPTANCE No. Q9 - Q2 . 0 1 EXPIRATION DATE AIR L 18 .1067 BY PRO DU ONTROL DIVISION BUILDING CODE COMPUANCE OFFICE APPROVED AS COMPLYIN WITH THE [PISTNO STRUCTURE SOUTH FLORIDA •..I; II' 1 CODE DAT :I:' I99. WALL MOUNT SECTION BY PRODU CONTROL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE N095 - 6111. 66 5.3. RNE20YICN P00E1SSIOn .s• -., (R •••• ■•• • 96 - 47 TENSION SMEAR EXISTING STRUCTURE ANCHOR DESCRIPTION Pa L000(WI SPAN 11 5 -0 MAX. 8'-0 MAX. EXISTING STRUCTURE ANCHOR DESCRIPTION 0•0IWI 5' -8C MAX. B•-8 MAX. TEMSIO SMEAR EXISTING STRUCTURE ANCHOR DESCRIPTION 0A0 1W SPA* 11. • MAX • MAX EXISTING STRUCTURE ANCHOR DESCRIPTION DAD IWI 5 -0 MAX. 8' -0 MAX. ANCHOR NOTES ANC)I JR SCHEDULE 2•' EDGE OISTAI•L.E FASTENER SPACING REQUIRED FOR VARIOUS DESIGN LOADS (INCHES) 1/4 11W TAPCON W/ 1 -1/0 MIN EMBEDMENT M 47.5 PSF 62 PSF OS PSF MAX. MAX. MAX. 1 /4 - O ITW TAPCON W/ 1 - MIN. EMBEDMENT 47.5 PSF 62 PSF MAX. MAX 05 PSF MAX 1/ - 017w TAPCON W/ 1- 1 /8 - RTIN. EMBEDMENT 47.5 PSF 62 PSF 85 P50 MAX. MAX. MAX. 1/4 - 0ITW TAPCON W/ 1 -1/0' MIN. EMBEOMENT ENTER USING NEGATIVE DESIGN LOAD IWI AND SPAN ILI FOR SPECIFIC OPENING 2. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL 0I0I541 OR STUCCO. 3. WHERE LAO SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF W ROO STUD. • ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 1 /G - 0 RAWL ZAM•C NAIL -1N w/ 1- I/8 MIN. EMBEDMENT 47.5 PSF MAX. C ONC RE - C 62 PSF 95 PSF MAO MAX. 47.5 PSF MAX HOLLOW BLOCK I/4 RAWL ZAMAC NAIL -IN W/ 1 -1/8 MIN. EMBEDMENT 62 PSF MA 47 5 PSF 02 PSP 05 P50 47 PSF 62 PSF 85 P50 47.5 050 62 PSF 05 950 w m wrim & i m 05 PSF MA ANCHOR SCHEDULE 3•' EDGE DISTANCE FASTENER SPACING REQUIRED FOR VARIOUS DESIGN LOAOS (INCHES) CONCRETE 1 / 4 - • RAWL 24184 NAIL -IN W/ 1 -1/0 MI0. EMBEDMENT 47.5 PSF 62 PSF 05 PSF MAX. MAX. MAX. HOLLOW BLOCK 1/4 - • RAWL ZAMAC NAIL -IN W/ 1 - MIN. EMBEDMENT 47.5 PSF 62 050 85 P50 47.5 PSF 62 PSF 05 PSF 1/4"0 RAWL CALK -IN W/ 7/8 MIN. EMBEDMENT 47.5 PSF 62 PSF 05 PSF MAX. MAX. MAX. 1/4 RAWL CALK -IN W/ 7/0" MIN. EMBEDMENT SMC•4 SMEAR I /4 - 0 RAWL CALK -IN W/ 7/8" MIN. EMBEDMENT 47.5 PSF 62 PSF 05 PSF MAX. MAX. MAX. 1/4 - 0 RAWL CALK -IN W/ 7/8 MIN. EMBEDMENT 47.5 P5F 62 PSF 85 P50 w ® 814 W 1/4 ^0 W000 LAG SCREW W/ 1 - MIN. EMBEDMENT V/000 WOOD 1/4 W000 LAG SCREW 7/10 "0 WOOD BUSHING '.� A W/ 1 -7/0 MIN. EMBEDMENT 4/4 SIT / /0 M MI C N 7/16 WOOD BUSHING W/ 1/4 5.5. MACHINE SCREW W/ 5/0 MIN EMBED. 47.5 P50 62 050 OS PSF 67.5 PSF 62 PSP e5 P50 PRODUCT RENEWRD e cempgiq wf6 CA* Fio1Fd& Siding Cod. " A ase No 02 -0414.04 PROM CLASS • 7 -7 /A MIN . OM PROM CLASS • 2 -1 /a CLASS OR 0000 SCALE 8 • 1• - PRODUCT RENEWED PROVED AS ADCEPTANCENA 1 011%D1 • SOIRM FLOE EXPIRATION DATE A .. .. OAT EXISTING STRIKEOUT( Oi CONt. TENSION PASTEMIR 1SEE *50000 504(047.1) O - 7/ 20 1*CMHE DOLT W W0MUT • S- O.C. BREt THIS CO MAY OE USED AT TOP 170 BOTTOM OF O WALL MOUNT SECTION G SCALE . 7 • 7 - ©CONT. TYP TOP ► 0011081 (5(007. TYP P TO S SOITOM 0 ()KS TING 7105100 SE000TURE I5EE *0(•00 SCM(OOLD .8111L THIS (0818101100 MAY 0( US10 •7 10000 BOTTOM 08 PANELS. 4 MACM4IE BOLT W•axu7 • A - O.C. 800 5790010 •9011 8070 TOP A00 USE 11 •IT OC. • 1/4 -70 M•EMRR BOLT L MUT• 12 0.C. ALT. BUILD —OUT MOUNT SECTION TING M11TN THE CODE n' 1 4 1 ,: 2: ■ P 1 BY • .4..✓ i J. /_ PEODUC ING CODE COMPLIANCE OFFICE i NTROL DIVISION PROD! CONTROL DIVISION OUILD BLITDINO CODE COMPLIANCE OFFICE . ACCEPTANCE N0.a2'S1JJ- -IJ-m •