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BP-04-1306Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10 /6/2004 Applicant: PETER Owner: PRUDENZANO JOB ADDRESS: 465 Contractor ORONI INC Local Phone: (305)685 -0412 Parcel # 1132060170320 Signed: Legal Description: (INSPECTOR) Building Permit Permit Number: BP2004 -1306 PRUDENZANO PETER GRAND CONC Contractor's Address: 14040 NW 6 CT Page 1 of 1 Permit Status: APPROVED Permit Expiration: 3/30/2005 Construction Value: $300.00 Work: REPLACE FRONT DOOR SAME SIZE LLURICANE SHUTTERS PERMIT APPLIED FOR BY METAL SHIELD INC. FOR SAME PB 15 -14 AMD PL OF MIAMI SHORES SEC 4 NE1 /2 LOT 23 & ALL LOTS Fees: FEE2004 -9878 FEE2004 -9879 FEE2004 -9880 FEE2004 -9881 FEE2004 -9882 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $100.00 $0.60 $0.20 $2.50 $9.00 $112.30 Total Fees: $112.30 Total Receipts: $0.00 OCT 0 6 PAID 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: 8/15/2006 To: Current Owner 465 GRAND CONCOURSE Miami Shores Village, FL 33138- Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, F133138 Tel: (305)795 -2204 • Fax; (305)756 -8972 Permit: BP2004 -1306 Address:465 GRAND CONCOURSE Miami Shores Village FL33138- Date Expired: 3130/05 Dear Sir or Madam In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And/or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8 -5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein." Please contact the Building Department, immediately upon receipt of this letter. Sincerely, Mabel Va 14 16 s Administrative Assistant 3 (3 0 off" Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No 5p PERMIT APPLICATION FBC 2001 Miami Shores Village A 60 118 Job Address (where the work is being done) City Miami Shores Village County Miami Dade Is Building Historically Designated YES NO V Master Permit N Permit Type (circle `� Owner's Name (Fee Simple Tifle oTlder) � Q I 1 )u ,Jo Phone # 30G- Owner's Address 1- 16.5 6 M� )�* c k osokSC V. Cit k State Fe__ Zip &3 [ 3 �1 Tenant/Lessee Name Phone # Electrical Plumbing Mechanical Roofing Contractor's Company Name O& M/ / eve St Qoc n ()' Phone # 3©S 67'5- Qq / a- Contractor's Address 6 090 k) W ( , Cit A ) I S t a t e Z i p 331 ' ' Type of Work: ❑Addition ❑Alteration ❑New Describe Work: 0 " ' "Ran Total Fee Now Due $ (O2 3 (Continued on opposite side) �- 5 4:2.6 INC Pee eH ECEINED OCT 0 2004 cog 13 pp 03— /q56 Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit t 00 • 00 Square Footage Of Work: Repair/Replace ❑ Demolition * * * * ** **** * *** * *** * * * * ** ** F ees * * ** * *** * *** * * * * * *** * * * * * * **** Submittal Fee $ o Perm /i9(9 it Fee $ CCF $ ado CO /CC Notary $ Training/Education Fee $ e r a O Technology Fee $ of 50 Scanning $ 9 Radon $ Zoning Bond $ Code Enforcement $ — Structural Plan Review. 8 ,--- 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 inaccurate 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 WITS 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. Chc 05/13/03 Signature S Owner or Agent The foregoing instrument was acknowledged before me this 2.0 day of m aim . ., by ce,`T(c. , .10-u®a N-7 rb , who is personally known to me or who has produced As identification and who did take an oath. NOT IC: NOTARY PUBLIC: Sign: ; Sign: Print: Print: ?« : � ssion#DD .mmission#DD29654'a uca P � Mai 04 2008 QQ ._ '' " �' BondedThni :;• "4); Ex pq u Ma► 04 2008 My Commission Expire ,ig,' Arc Bonding Co., M Commission Ex p i res ,�;,;;°� Bonded Thn , Atlantic Bonding Co., Inc. �11I„ APPLICATION APPROVED BY: Signature Contractor The foregoing instrument was acknowledged before me this3 C7 day o i c nii.tt , 20 69 , by l C i_ - cSi44,3 who is personally known to me or who has produced as identification and who did take an oath * ** * * * * * * * * * * * * * * * * * * * * * * * * * * *a i% % ✓ ** ** * * * * * ** * * * * * * * * * * * *a** * * * * ** oc` 5 2004 Plans Examiner Engineer Zoning • • • MIAM IOADE • 11111 „"r BUTLDING CODE COMPLIANCENFICE (BCCO) . • PRODUCT CONTROL DIVISION • • • NOTICE OF ACCEPTANCE (NOA) Jeld-Wen, Inc. 31725 Highway 97 North Chiloquin. OR 97624 • . . . SCOPE: This NOA is being issued under the applicable. rules and regulations governing the use of censtructi on materials. . . The documentation submitted has been reviewed by ,Miami-Dade County Product Control Division and accepted by the Board ofRulea and Appeals (BORA) to be used in Miami I)ade 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. • . Tbis product is approved as described herein, and bas been designed to comply with the High Velocity Hurricane Zone of the'F.lerida Building Code. • •• . / DESCRIPTION: Jeld-Wen"Glediator" & "Energy Saver" 0/S Glazed W/E Residential Ins. Steel Door 2 ' APPROVAL DOCUMENT: Drawing No S-2004, titled "Jeld-Wen Steel Outswing Woodedge Door Double . and Single Unit", sheets 1 through 7. of 7, prepared by R.W. Building Consultants Inc, dated 12/01/99 with • revision on 11)08/02, bearing- the Miami-Dade County Product Control Revision stamp With the Notice of Acceptance number and expiralion date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Nene ; • • • . LABELING: Each unit shall bear a permanent label with the manufacturer' s name or logo, city, state and following statement; "Miani-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 tlie applicable Wilding code negatively affecting the.perfonnance of this product • TERMINATION of tbis 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 ' • witliany 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 tniy be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in it's entirety. , , • • • • INSPE.CTIPN: A 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 and renews NOA.# 99-1007.01 and, cons'ik. of . as approval document Mentioned aboire. • ' • The submitted documentation was reviewed by Jaime M. tiS 1 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING . 4140 WEST FLAGLER STREET, SUITE 1603 IVIIAM1, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOA No 02-1211.10 'ration Date: July 17, 2008 val Date: January 23, 2003 Page 1 DETAIL "G HINGE DETAIL, DOUBLE DOOR W /SIDELITES ANCHORING LOCATION$ OP SEE DETAIL 'G SHEET 5 SEE DETAIL -r SHEET 5 DOUBLE D00R ANCHORING LOCATIONS GLAZED D00R MODEL • SINGLE DOOR W /SIDELJTESANCHORING LAYOUT --� 1— + . 12/01/99 N.T.S. C { / / / //� au n.onaG (s JLTANf INC{ 813.684.3831 IOR EXTERIOR .5" GLASS BITE - TEMPERED GLASS � ���.�� " Y, .: Imo/ -- i It ..a.. .. . \ 1 \ ■ INTERIOR . "‘Irpr CD :125" INSULATED TEMPERED GLASS .25" STEEL • ... . SPACER SEE NOTE 1 .SEE NOTE 12 GLAZING DETAIL FULL LITE & SIDF1 ITE • .5" ,GLASS • GLAZING DETAIL, VENT CITE z .5" STEEL SPACER - • Y 3 .125" INSULATED .25" AIR SPACE .125' INSULATED TEMPERED CLASS .5" AIR SPACE • .125" INSULATED TEMPERED GLASS . Item 1 2 3 4 5 HINGE JAMB (1. 1/4" x 4 1/12' • HEAD JAMB (1 1 4 ' x 4 1/ 21 4" x 4" BUTT HINGE 12GA. (.097" MIN) x 1" PHIWPS FLATHEAD MOOD SCREW (HINGE TO FRAME) 6 7 7A ELCO TAPCON (NOA 1 97- 0731.15) BUMPER THRESHOLD (1 1/4"x4 5/8"x518 ) 78 s 9 10 11 12 13 14 15 16 17 18 18A 19 20 21 22 23 24. 25 26 27 28 29 30 .31 32 3.3 DESCRIPTION 6 x 2 1/2" PHILLIPS FLATHEAD WOOD SCREW 110 X 2" PHNUPS FLATHEAD W000 SCREW (HINGE TO BLX3T) 7/4" TAPCON x-2 1/8" FOR DOORS & 2 1/2" FOR SIDWTES ITW BUILDEX TAPCON (NOA 1 96- 1226.03) OR COMPRESSION WEATHERSTRIP Q —LON QDS -650 EXTRUDED ASTRAGAL (IMPERIAL #ANH) 19 x 1" PHILLIPS FLATHEAD WOOD SCREW FACE SHEET 240A (GALVANIZED .021" MIN.) FACE SHEET 25GA. (GALVANIZED .018" MIN. TOP RAIL (1.67" x 1.042") BOTTOM RAIL (1.67" x 1.065") SIDE STILE. (1.067" 1.065") LATCH SCREWS (SEE LOCK INSTRUCTIONS) 1/4" MAX: SHIMS WOOD LOCK REINFORCEMENT FULL UTE & SIDEUTE FRAME ODL POLY PROPOLENE 1/2" OVERALL. INSULATED TEMPERED GLASS VENT UTE FRAME ODL POLY PROPOLENE 3/4" OVERALL 176ILATED TEMPERED GTASS (VDYT LUE PANELS) 1s x 2 PHILLIPS FLATHEAD WOOD SCREW .34 BLANK JAMB (1 7/4" x 4 1/12") STEEL STEEL . WOOD STEEL Material WOOD WOOD STEEL STEEL STEEL STEEL • STEEL STEEL STEEL ALUMINUM ALUMINUM STEEL GALV. STEEL WOOD WOOD WOOD ASTRAGAL THROW BOLT 0:31 " x 19.25 L. 18 x 7/2" L TYPE AB" PANHEAD SMS ASTRAGAL REINFORCEMENT PLATE LOCATED TOP & BOTTOM OF ASTRAGAL. ATTACHED/VI 8 -16 X 1 PHILLIPS FLATHEAD WOOD SCREW KWIKSET TITAN SERIES LOCK KWIKSET TITAN SERIES DEADBOLT CONC. WOOD MASONRY WALL 2x WOOD BUCK DYLJTE EXPANDED POLYSTYRENE (1.0 TO -1.25 Ibs. /Cu. 1L MIN. DENSITY) WOOD WOOD GLASS LATCH JAMB J1 1/4" x 4 1/121 18 x 1 1/2 TEK SCREW (LITE FRAME) WOOD . STEEL GLASS STEEL WOOD - NOTES: - • 1. SPACING FQR ITEM 130 (18 x 1 1/2" TEK SCREW) IS AS FOLLOWS FOR SIDEUTES & FULL UTES: TOP & BOTTOM ;. SIDEUTE (2) SCREWS- 2" IN FROM EACH - CORNER. FULL UTES (3) SCREWS- 3" IN FROM EACH CORNER, & (1) IN THE CENTER. SIDES FOR BOTH; (6) SCREWS 3.25", 13.75", 26.5". 39.375 52.0 AND 62.625 ". 2, SPACING FOR ITEM 130 (18 x 1. 1/2" TEK SCREW) IS AS FOLLOWS FOR THE VENT UTE: TOP & BOTTOM 2.5" IN FROM THE CORNERS & (1) IN THE CENTER. SIDES; 3.25" FROM TOP CORNER & (3) MORE AT 10.375 ". rwmucr swim Bidass. cab wW 1[r7yy nassremoraw rx or z tftlEMILIXIG C3NStx.TMns, mx:. 813.684.3831 gam 12/07/99 SCALE: N.T.S. oa¢ an TJH aec ew RW 5 -2004 stair. 7 Ov 7 JELD -WEN, INC 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.7832057 REVISIONS SEE NOTE #1 SHT. 7 1.15' MIN. EMB. 23 s 4 . a J .25' MAX SHIM THIG _. ai a .15' MIN. 1 COUNTERSINK SEE NOTE #1 SHT. 4 ©_HORIZONTAL CRQ S SECTION AT SIDELITE TO HINGE JAMB. TYP, 15' MIN. COUNTERSINK SEE NOTE #1 SHT. 7 1 HOB ZONTA CROSS SECTION AT SIDEUTE TO BUCK. TYP. INTERIOR 0 0 0 SEE NOTE #1 SHT. 4 L .15' MIN. CO UNTERSINK NOTES: 1. SPACING FOR ITEM #33. WHEN USED ,TO ATTACH THE SIDEUTE TO THE SIDELITE JAMB IS AS FOLLOWS; FROM THE TOP DOWN 6' & 30'. THE SPACING FROM THE BOTTOM UP IS THE SANE. SEE NOTE #1 SHT. 7 2 HORIZONTAL CROSS SECTION AT SIDFI RF TO LATCH JAMB. TYP. .25" MAX. SHIM .15" MIN. . COUNTERSINK - 1. 5" MIN — EMB. JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.7832057 2 6 1]98/02 1 6/29100 NO DATE gg t cog co a . GENERAL REVISION GENERAL REVSION SEE NOTE #2 SHT.•7 • i ON CROSS SECTI AT LATCH JAMB TO BUCK. TYP, KMN, TJH BY REVISIONS INTERIOR 'PRoD000T: JELD —WEN alttL OUTSWING WOODEDGE DOOR DOUBLE & SINGLE UNIT PART OR ASSEMBLY; HORIZONTAL CROSSECTIONS • 1/3, 2/3 &. 3/3 • NOTES: 1. SPACING FOR #18A 1, THE BOTTOM UP IS 2. ATTACH THE STRIKE ASTRAGAL USING A SEE NOTE #t SHE 7 BAD.MMO CONSULTANTS. MO. 813.684.3831 IS AS FOLLOWS: FROM TOP DOWN 1/2; 13', 18" & 26 ". SPACING FROM THE SAME PLATE AND THE DEADBOLT PLATE TO THE. #8 x 2" LG. PHIWPS FLATHEAD SCREW. .15" MIN COUNTERSINK © 2 HORI7ONTAL CROSS SECTION AT HINGE JAMB TO BUCK. TYP, 1. 5" MIN. *- EMB. .25" MAX SHIM THK. /Ira! o9 r1 O DM&r 12/01/99 scNi /2" ffi,1" DWG.. et TJH ciec ea RW DRA N NO S- 2004 • • Sir OF -Z- ftlg O Op • . .. . • .e, gaik SEE NOT <1 ' ^.v I. #2 SHT 7 .. - " .020" MIN. 0 fill SKIN . R .75.- GLASS N d CI .THK PI OPERABLE " INTERIOR .1.75" MAX' PANEL THK VERTICAL CROSS - SECTION G 0 0 as 0 'I '° 4' Y: r ji e .Z a n 5" MIN. GLASS MK. • 4. • • VERTICAL CROSS - SECTION SEE NOTE SHT. 7 .020" MIN. SKIN THK N?� s • 0 .020" MIN. I SKIN 1.75- MAX. • -4 PANEL THK. .5" MAX. g GLASS 9 �I O 00 THK. I IIIIEBEE 1 SEE NOTE #1 SHT. 7 VERTICAL C OSS- SECTION t • PRObttCr REVVED Agsitors 02- 121110 M N co • X Egg ce p BUILDING ANTS. INC. 813.884.3831 12/01/99 sc 1/2' = 1 ewe. TJH aft en RV/ . S- 200 SHEET of 7 , cC Z •tr al o) dwOr = Z D = g- � M0a TABLE OF CONTENTS SHEET # DESCRiPTION. 1 COMMON (GENERAL NOTES. TYPICAL ELEVATION) . - 2. VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 2/3 & 3/3 • 4 HORIZONTAL CROSS SECTIONS 1/4. 2/4 & 3/4 5 ANCHORING LOCATIONS . • 6 ANCHORING LOCATIONS & DOOR MODELS - 7 - BILL OF MATERIALS & GLAZING WAILS DESIGN PRESSURE,RATING INFILTRATION REQUIREMENT IS NEEDED f - POSITIVE .+ 50.0 PSF NEGATIVE — 46.0 PSF JELD -WEN® STEEL - GLADIATOR and ENERGY SAVER OUTSWING WOODEDGE STEEL DOOR WITH WOOD FRAMES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MiAMI -DADE COUNTY. 2. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY T0,TRANSFTR LOADS TO THE STRUCTURE . .3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE..BEYOND WALL DRESSING OR STUCCO. ttlIMPACT'RESISTANT SHUTTERS REQUIRED. 5. DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS: —SEE DESIGN PRESSURE RATING TABLE SHEET ONE. 6. SIDEUTES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. 7. THIS SYSTEM DOES MEET THE WATER REQUIREMENTS IN MIAMI -DADE COUNTY. Common to ail frame conditions Door Leaf Construction: 24 ga. (0.0217 minimum thickness, . 25 go, minimum thickness. gtdvanized steed AA 25 commercial quahty — AIWQ h o ASiM 620 with yield 'strength Fy(ave.) 24,600 psi. Gore Ibs: design: Expanded d . polystyrene . writthh 1.0 to 1.25 o ne ( . w sheets ra gluen to-expanded m %Tuber stil and wood lock . — reinforcement . Frame Construction. The head iambs and sic/4 jambs n °° er ed pt a easurin 58 5 x f.25 . J hegd dnd si de lamas are act, butted and J oined 1 using (3) 7/8" x 2" wire staples. The threshold used `is an aluminum outswing bumpface measuring 4.625" 1 � 74.5" MAX. OVERALL WIDTH 36.75" MAX. PANEL WIDTH W /ASTRAGAL DOUBLE DOOR ELEVATION 105.25" MAX. OVERALL WIDTH 21.6175" 14" MAX. 1 1 0 1 / 1 0 36" MAX. PANEL WIDTH I , MAX. D.LO. PAN E WIDTH 1 1 0 1 68.5 • MAX. OVERALL WIDTH SINGLE DOOR w /sIDELITES ELEVATION 15.5" MAX. 37;5" FRAME WiDTH SINGLE DOOR ELEVATION DOUBLE DOOR W /SIDELIIES Fes' .IATION - - G.AZED DOOR SHOWN FOR CLARITY OF VIEW MEWED INTIERIOR) 6" MAX. D.LO. 19.625" MAX. D.LO PRODUCTREVISED Ittdi wMRrlr • A 02- 2. . O a N kig ..m 0 Z BurLDgaa ANTS. INC 813.884.3831 eaa 12/01/99 saga N.T.S. h>wo.. sr:..: .TRH coc err RW DIMS Noe S -2004: sir —t- OF-7— l : -City Tenant/Lessee Name . Phone # ontractor s Company ontractor's Address Cit ,A otattt 1AM 1 Qualifier State Certt icate : or,Reg sbration No. $ Value of Work For this Permit 6 c Ty Descr Submittal Fee $ Notary $ Scanning :$ 7" ' Code Enforcement $ •