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BP-04-489 (2)r r 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 Permit Type: BUILDING JOB ADDRESS: / 1(0 1 A-) (5 /® y FBC 20 1 -Ci Permit No. 2f SLCULl ~ 4 �r9 �►vs?(�L Master Permit ROOFING � 7-XR,4,T City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: //'3 10 .- C) 2-7 0 /5-o 9 Is the Building Historically Designated: Yes NOy Flood Zone: OWNER: Name (Fee Simple Titleholder)� -e' r" /- V 'r /C- � r' City: State: Tenant/Ussee Name: Phone#: Email: CONTRACTOR: Company Name: Q % Phone#: Address: City: State: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition,A,,^, OAlteration ONew ORepair/Replace p�� Description of Work: 1� mt- ,eA- JAA 1�O C j t 0 5 2—, C L C...,, n t Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ 30�- `79-v fSr CO/CC $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural. Review $ f TAL FEE NOW DUE $ o co Bonding Company's Name (if applicable) Bonding Company's Address City State PIA Mortgage Lender's Name (if applicable)��' Mortgage Lender's Address City State Zip w° 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. 1P. �, /— Signature Signature Owner or Agent Ct The foregoing instrument was acknowledged before me this 1 day of,20by YI Uk who is personally known to me or who has produced As identification and who did take an oath. NOT Sign: Print: My C Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by , who is personally known to me or who has produced aic�= APPROVED BY k'k—Jo��? / Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. e�P,-p 26x4- -� 8� Owners -Name Title Holder): owner's Address: _ % �n .') 1 I S City: State : L Phone #: 30J -2 q U _� l % Zip Job Address {(f where work is being done): ffrK 0_ City: Miami Shores State:—Florida Zip Code: Contractor's Company Name: _ ��� A) Q x Phone #: Address: <'9- D/I P City: Qualifier's Name: Architect/ Engineer of Record Name: Address: City: State: State: Zip Code: Lic. Number: Phone #: Zip Code: l_..IL_ - I Describe Work: teP o- s� r �` 0` 0 S e I hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the Signature Mia' Shorrr harmless for all legal involvement. <20 6, m" &' Signature owner or Agent The foregoing instrument was aknowledged before me this Il day or 49nL,200,by 1k—` Who is personally known to me or who has produced Poi>k�"l yt C' w 3 ' as indentification. Notary Public: Sign: Seal: Contmdor or Archftect The foregoing instrument was aknowledged before me this day of . 20 by who is personally known to me or who has produced Notary Public: Sign: Seal: as indentification. ROBERT B VICKERS 1401 NE 101''x' STREET MIAMI SHORES, FL. 33138 305-790-5899 January 3, 2013 To: Florida Professional Services, LTD CO. 100 NE 8911 Street, El Portal, FL. 33138 To whom it may concern; This letter is to inform FLORIDA PROFESSIONAL SERVICES, LTD CO that you're company is no longer contractor of record and your services have ceased and desisted on the following property: Property Address: 1401 NE 101St Street Miami Shores, Fl. 33138 Parcel #: 1132050230140 Legal Description: Miami Shores Bay PK ESTS PB 55- 83 LOT 3 Property Owner: Robert B. Vickers Sincerely, < ? L-- /— f�-- "'V Robert B. Vickers — Property Owner 305-790-5899 ru Ln - r M M M 33138' m �,N5•.G v Postage $ `t u O Certified Fee $2.9.t 111� C3 O Return Receipt (Endorsement Required)ed) $2•35 rk N C3 RestrictedDelwery Fee (Endorsement Requved) $�1.01Iqq O M Total Postage S Fees � �+�, 7� 0 7 �S'FS Sj ru O iti ant ro .... neat. Apt No.1 ----- •-----• or PO Box No. �% / 61 -•----•----------•-- S� - /) f� City S64.ZfP+4 --- _...... ------------ -- ` -- --- -- � � :rr Total: $5.75 Paid by: Cash $10.00 Change Due: -$4.25 Order stamps at usps.com/shop or call 1-800-Stamp24. Go to usps.com/clicknship to print shipping labels'w+th postage. For other information call 1 -800 -ASK -USPS. **************************************** Get your mail when and where you want it with a secure Post Office Box. Sign up for a box online at usps.com/poboxes. *******#***********#******************** Bill#: 1000100378834 Clerk: 10 All sales final on stamps and postage Refunds for guaranteed services only Thank you for your business HELP US SERVE YOU BETTER Go to: https://postalexperience.com/Pos TELL US ABOUT YOUR RECENT POSTAL EXPERIENCE YOUR OPINION COUNTS Customer Copy 0 >7 0 ru O M O O O M u= W w a^ W Ln ru v m �,N5•.G v a A3 21' E; " » fD _ ID 1 M So fir+ 003 7 _ S CL " fD 20 r1 Ryo»d�� U C=a- f� �mCDama 3IroVI- m _ in »ao rn D N M N•O L� O wF@a�3 w 0 .PROCESS# FOLIO# 11-3205-023-0140 C.O.R. EL -4.81' FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on Pam 1- 7. O.M.B. No. 3067-0077 Expires DECEMBER 31, 2005 SECTION A - PROPERTY OWNER INFORMATION For Iiisutance Coiripary BUILDING OWNER'S NAME PolidjrNum►f ROBERT B. VICKERS BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Comipany �UAIC Number 1401 N.E. 101ST STREET CITY STATE ZIP CODE MIAMI SHORES Florida 33138 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 3, BLOCK 3, -MIAMI SHORES BAY PARK ESTATES- PLAT BOOK55 AT PAGE 83 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary) Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( ##° - ##' - ##.#tf' or ## #####) ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUMTY NAME & COMMUNITY NLIMBER B2. COUNTY NAME B3. STATE VILLAGE OF MIAMI SHORES 1120652 1 MIAMI -DADS FLORIDA B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEXDATE B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER J 3-2-94 EFFECTNE/ROASEDDATE B6. FLOODZONE(S) (ZoneAO,use depth oftoaduig) 0093 7-17-95 AE 9 FEET 1310. Inde thesoume oft o Base Flood Elevation (BFE) data or base flood depth wiGered in B9. ❑ FIS Profile XXX FIRM ❑ Community Detmr kW ❑ Other (Desafbe): 1311. Indicate the elevation emu n used fbr the BFE in B9: X NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe). BIZ is the bul ft located in a Coastal Bartter Resoumes System (CBRS) area or Otheimbe Protected Area WAY [j Yes X No Designation Dote SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based orr ❑ Condon Dracemrge ❑ Bing Under ConsIruclW X Fiirrshed Construction "A new Elevalion Cerhkals wet be regLaed when construction of the buidin j is complete. C2. Building Diagam Number 6 (Select the btaldng dagram most sirdar to the buildng br whtich this ca fncate is being completed- seepages 6 and 7. If no dbgarn accurately repsents the budding, provide a sketch or photograph.) C3. Elevations - Zones Al -AW, AE, AH, A (mffi BFE), VE, V1 430, V (,AM BFE), AR, ARIA, ARAE, ARA1 A30, ARAH, ARAO Complete Items C3. -a4 below accaft to the building dagarn specified in Item C2. state the doom used. H the datum k dtferent from the datum used for the BFE In Section B, convert the datum to that used for the BFE Shaw field m>eewww its and dahm oanvasion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, m d=mwnt the dation oorwiska Dah n NGVD29 Co nrersioNCarwnents NONE Elevation reference mark used COUNTY -BM Does tie elevatien reference mark used appear on the FIRM? ❑ Yes X No O a) Top of bottom floor (including basement or enclosure) 8 . 59 114m) ❑ b) Top of next higher titerNA _t(m) a ❑ c) Bottern of bwest homaftstructural memnber (Vmew ally) NLA. _t(m) o ❑ d) Attached garage (bp of scab) -A-. -R-114m) e 13 e) Lowest elevation of mschbwy and for wpiprnent W 0 servicing the building (Describe in a Camnwts area) NIA. _ton) E ❑ t) Lowest a*cen>t (tinhishexil Bade (LAG)8 . 8 ft(m) z' c)acer ❑ g) Highest aht (tinLsheo� Sade (HAG) -L. JAM N LI h) No. of permanent (flood vents) mdtrtn 1 R above a*cent gate N1A ❑ ) Total area of all permanent openings (flood vents) in C3 h NfA sq in. (sq an) CHARLES W. CARR SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, Q and C on this certificate represents my best efforts to interpret the data available. I understand that any fake statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001 CERTIFIER'S NAME CHARLES W. CARR LICENSE NUMBER PLS NO.1060 TITLE PRESIDENT COMPANY NAME CHARLES W. CARR LAND SURVEYOR ADDRESS CITY STATE ZIP CODE 9245 S.W. 44TH STREET MIAMI FLORIDA 33165 SIGNATURE2 DATE TELEPHONE �` �G! ��— —'� JANUARY 15ni 2004 (305) 221-3416 IMPORTANT: In these spaces, copy the corresponding infom taation from Section A For insurance Company BUILDING STREET ADDRESS (Includ ng Apt., Unit, Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Numb 1401 N.E. 101 STREET CITY STATE ZIP CODE Company MAIC Number MIAMI SHORES FLORIDA 3313E SECTION D - SURVEYOR, ENGINEER, OR ARCHTECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Catifioate for (1) community official, (2) irsuirance agenVcarnpany, and (3) building owner. ❑ Check hem if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (VdITHOUT BFE) For Zone AO and Zone A (without BFE), compete Items E1 through E4. If the Eamon Certificate is intended for use as suuprpotirxg h ftmatlon for a LOMA or LOMR•F, Section C mum be completed E1. Building Diagram Number _(Select the building diagram most similar to the building for which lits certificate is being completed —see pages 6 and 7. If no diagram accurafefy represents the building, provide a sketch orphotogreph.) E2. The top of the bottom floor (mcluding basement or enclosure) of the bung is _ ft(m) _in.(an) ❑ above or ❑ below (check one) the highest a4acent grade. (Use natural gra, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next h#w floor or elevated floor (elevation b) of the buildings _ t(m) _in.(an) above the highest a4acent Wade. Complete iters C3.h and C3a on front of fam. E4- For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the canmurWs floodplain management ordnance? ❑ Yes ❑ No ❑ Urdcrmwn. The local officialmust wy oris fnfiorrstiorn in Section G. SECTION F -PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who COMM etas Sections A 8, C (Items Ci.h and C3J o*), and E for Zone A *lhout a FEMA slued or cormmunily- issued BFIE) or Zone AO must sign here. The statements in Sections A B, C, and E are carred to the best of my knoudedge. PROPERTY OWNER'S OR OWNERS AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE FLORIDA SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local otfcral who Is aulharued by law or adnanee to administer fire earmmuurty's floodplain management ordinance can complete Sectors A, B, C (or E), and G of this Elevation Certificate. Comte the applicable flemm(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to cm* elevation information. (Indicate the source and data of the elevation dais in the Comments am below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-ssued or community-isssuscl BFE) or Zone A0. G3. ❑ The following iMommation (Items G4-Gg) is premed for community floodplain management pxposes. G7. This permit has been ssued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as4m W lowest floor (including b acernent) of the balding v. _- _thy) Datum-. G9.8FE or (in Zorn AO) depth of flooding at the build rig site is: _- ` ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE -- ❑ Check here if attachments September 17, 2014 Village of Miami Shores Building and Zoning Department 10050 NE 2"d Avenue Miami Shores, Florida Attn: Building Official Re: Vickers Residence 1401 NE 101St Street Miami Shores, Florida 33138 Dear Sir, Edward A. LANDERS, P.E. C0N5ULTING ENGINEERS Permit #BP2004-489 This letter is to advise that we recreated the attached pile logs and location sketch from our original file records at the time of installation. We certify that the Augercast Piles and Helical Piles were installed in compliance with the approved plans and specifications as well as the Florida Building Code. Please call if we can provide any additional information. W ders, P.E. President 7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33016 Y PHN: (305)823-3938 R FAX: (305)823-9355 Edward A. LANDERS, P.E. 7850 NW 146TH STREET SUITE 509 MIAMI LAKES FL 33016 305-823-3938 305-823-9355 Pile Driving Record Name Of Project: Date: oI _ ( 7-1 - A dress• ,,.r— Quantity of Plies: l�o �t Pile type: Helical: 3 `C' HOW C6: d 4or- (OT [� p type: Plate: 7``k -J `4 ��— W ` Sotic �'�t/mf Piling Number Piling Depth final Installer PSI Final Torque Ft -Lbs Capacity Remarks `T f OWD 53Wo /0 3 ( 6' �- n r 6 r r� Q �zr E-3 A 1 Edward A. LANDERS, P.E. 7850 NW 146TH STREET SUITE 9 MIAMI LAKES FL 33016 305-823-3938 305-823-935*5 ame Of 'ProJect.: Date: ,Immer WeW Recorded BY: E-3 A 1 P.E. #038398 l O t �S � Edward A. •— DDERS RE, (305)823-3938 P1 CONSULTING ENGINE cr— 1.7-44 August 14, 2013 Village of Miami Shores Building and Zoning Department 10050 NE 2nd Avenue Miami Shores, Florida Attn: Building Official Re: Vickers Residence 1401 NE 101St Street Miami Shores, Florida 33138 Dear Sir; Permit #BP2004-489 This letter is to advise that we inspected the following items during construction to include: A. Reinforced Masonry, B. The installation of roof trusses to include hurricane straps, sheathing and nailing. All work meets the requirements of the approved plans and specifications as well as the 2001 Florida Building Code. Please call if we can Very Ed`nrard A. Landers, P.E. President any additional information. ,STs., ,� �. p I-� QUITE 5, M n , �� m, x Tn. Imo.. (�/pc,m� 3932 F 11 X. (3 TM323 9` rea_. :ti 5§ 146 d 3 5 m:: ®..d�H d flf _tL� :� .z_ ... LYa:�. �S d ..%��LJ aye l ia. ret!!_''�u. �. �'._e�v .-yin. nv ?iu".....4 .10 A D P CQN"SUL11NG- ENGINEERS Permit #BP2004-489 This letter is to advise that we inspected the following items during construction to include: A. Reinforced Masonry, B. The installation of roof trusses to include hurricane straps, sheathing and nailing. All work meets the requirements of the approved plans and specifications as well as the 2001 Florida Building Code. Please call if we can Very Ed`nrard A. Landers, P.E. President any additional information. ,STs., ,� �. p I-� QUITE 5, M n , �� m, x Tn. Imo.. (�/pc,m� 3932 F 11 X. (3 TM323 9` rea_. :ti 5§ 146 d 3 5 m:: ®..d�H d flf _tL� :� .z_ ... LYa:�. �S d ..%��LJ aye l ia. ret!!_''�u. �. �'._e�v .-yin. nv ?iu".....4 .10 PRODUCT CONTROL D"ION Your application for Notice of Acceptance (NOA) of: (305) 375-2902 FAX (305) 372-6339 Series 1400 Outswing Aluminum Casement Window - Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Altemate Materials and Types of Construction, and completely described herein, has been recommended for acceptance County Building Code Compliance Office (BCCO) under the conditions speciieereinj.e�-D�e This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. if this Product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves'the right to revoke this approval, if it is. determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. 40 101,0021 ACCEPTANCE NO.: 01-0814.07 /L 0 EXPIRES: 10i M006 Raul Rodriguez Chief Product Control Division THLS IS THE COV IMMT SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Nfiami-Dade County, Florida under the conditions set forth above. APPROVED; 10/25/2001 XU0450001%pc20W%WnplatwXnotice aaoepwc® cover page dot 9110�- ," Francisco L Quintana, RA. Director Miami -Dade County Building Code Compliance Office Internet mail address: postmaster@buildingcodeoNnne.com 0Homepage: http://www.baildingcodeonline com MIAMI �At3>r NIIANII DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375-2901 MIAW FOX (30533130-1563 375-295068 Yale Ogron Manufacturing Co., Inc. 671 West 18 Street CONTRACTOR LICENSING SECTION Hialeah ,FL 33010 (305) 375-2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375-2966 FAX (305) 375-2908 PRODUCT CONTROL D"ION Your application for Notice of Acceptance (NOA) of: (305) 375-2902 FAX (305) 372-6339 Series 1400 Outswing Aluminum Casement Window - Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Altemate Materials and Types of Construction, and completely described herein, has been recommended for acceptance County Building Code Compliance Office (BCCO) under the conditions speciieereinj.e�-D�e This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. if this Product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves'the right to revoke this approval, if it is. determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. 40 101,0021 ACCEPTANCE NO.: 01-0814.07 /L 0 EXPIRES: 10i M006 Raul Rodriguez Chief Product Control Division THLS IS THE COV IMMT SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Nfiami-Dade County, Florida under the conditions set forth above. APPROVED; 10/25/2001 XU0450001%pc20W%WnplatwXnotice aaoepwc® cover page dot 9110�- ," Francisco L Quintana, RA. Director Miami -Dade County Building Code Compliance Office Internet mail address: postmaster@buildingcodeoNnne.com 0Homepage: http://www.baildingcodeonline com Yate Osron Manufacturing Co Inc. ACCEPTANCE No.: _ 01-0814.07 APPROVED _ October 25, 2001 EXPIRES October 25.2006 NOTICE OF ACCEPTANCE• SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum casement window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami_ Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2A The Series "1400" Outswing Aluminum Casement Window and its components shall be constructed in strict compliance with the following documents: Drawing No. W01-52, Sheets 1 through 5 of 5, titled "Series -1400 Aluminum Casement Window," prepared by Al Farooq Corporation, dated 08/01/01 and last revised on 09-14-01, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LaWATIONS 3.1 This approval applies to single unit applications, as shown in the approved drawings. 3.2 For Design Pressure Razing va. Window Size, see Comparative Analysis Tables in approved drawings. 4. INSTALLATION 4.1 The aluminum casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not reauire a hurricane protection system. S. LABELING 5.1 Each window unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County product Control Approved". 6. BUILD1NG PERMrr REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 The Notice of Acceptance of applicable mullion at the astragal location. 6.1.3 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division 2 Yale Oaron Manufacturing Co Inc. ACCEPTANCE No.: 0170814.07 APPROVED October 25, 2001 EXPIRES October 25, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test -supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami Dade County Product Control Approval", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if- a. fa.. There has been a change in the South Florida Building Code affecting the evaluation of this Product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process, b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division 3 HEAT STREN'D GLASS D SAF -GLASS I INTERLAYER 1/8' HEAT MM'D GLASS GLASS EN'D GLASS 5/18" THICK NOMINAL IMPACT GLASS 5/18" THICK NOMINAL IMPACT GLASS 8/16" TRICE NOMINAL IMPACT GLASS LAMINATED BY SECURITY IMPACT GLASS IAMINATED BY UNITED GLASS LAMINATING INC LAMINATED BY ARCH ALUM SHUTTERS NOT REQUIRED SHUTTERS NOT REQUIRED SHUTTERS NOT REQUIRED GLAZING OPTIONS 182001 �i drawing no. W01-52 j 0 HI9. Dam e 6 0 o 8 y L THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1884 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. a. WOW CTM OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER 3, ANCHORS SHALT. BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL m = DRESSING OR STUCCO. ASC01TI1Y11181111R1i� 80{}Itf Irl0AID11 0©D! 1/0' HEAT SIREN'DCLASS �D $ 8 �r�; M T SrttEN'D NO 5/18" THICK NOMINAL IMPACT GLASS 5/18" THICK NOMINAL IMPACT GLASS 8/16" TRICE NOMINAL IMPACT GLASS LAMINATED BY SECURITY IMPACT GLASS IAMINATED BY UNITED GLASS LAMINATING INC LAMINATED BY ARCH ALUM SHUTTERS NOT REQUIRED SHUTTERS NOT REQUIRED SHUTTERS NOT REQUIRED GLAZING OPTIONS 182001 �i drawing no. W01-52 DESIGN LOAD CAPACITY - PSF FOR (%%) SIM 2 WINDOW DIMS. N 1 ANCHOR AT EACH OF HIPOBT LAM. SIDE 1WT. (-) GLASS $ ANCHORS AT EACH OF >sSPOST Dff. (+) SIDE 1NT. (-). WIDTH HEIGHT 37° 83-1/8" 7a• 28' 2 78.0 78.0 78.0 78.0 2 76.0 78.0 75.0 78.0 a 79,0 79.0 79.0 Ts.o 37' 93-1/8° 74° 38-3/8" 3 78.0 78.0 CAPACITY - PSF FOR (%) 86E9 DESIGN LOAD 3 78.0 79.0 78.0 78.0 3 78.0 78.0 78.0 78.0 3Y 83-1/8' 74" SO -8/8° 4 79.0 WINDOW 79.0 75.0 4 73.3 73.3 78.0 75.0 4 81.1 81.1 79.0 75.0 O 83• DIMS. N $/18" LAM. GLASSWIDTH HOGHT 75.0 75.0 . 8 99.0 SS.O 78.0 EXT. (+) 1NT. (-) 75.0 97° 83-i/8° 74° 74-1/4" 8 58.7 58.7 75.0 78.0 ' N 78.0 2 75.0 78.0 24• 18-1/8° 78.0 78.0 78.0 78.0 2 78.0 75.0 75.0 75.0 2 79.0 75.0 75.0 p 2 79,0 75.0 75.0 2 79.0 7$.0 28-1/2° 28° 3 79.0 78.0 79.0 75.0 3 75.0 75.0 79.0 75.0 3 79.0 79.0 79.0 78.0 3 78.0 75.0 79.0 37• 3 79.0 78.0 78.0 78.0 24° 38' 4B' BO' 72' 4a- 4 76.0 75.0 78.0 78.0 4 78,0 88.0 79.0 88.0 z 75.0 78.0 78.0. 3 79.0 78.0 78.0 19-1/8° So. S 79.0 8 79.0 78.0 8 78.0 79.0 78.0 79.0 8 83.0 83.0 78.0 28-1/2° 38-3/8° 79.0. 9 48.0 48.0 78.0 78.0.. 24° 38' 48' 80" 72' � B 78.0 79.0 78.0 78.D 3 78.0 75.0 3Y B 80.4 90.4 75.0 3 78.0 78.0 8 37.3 37.3 74.7 74.7 Ctl " 19-1/8"4 78.0 79.0 28-1/2° 90-8/8' 4 7$.0 78.0 � 112 37' 4 79.0 79.0 WWDOW W. WINDOW WIDTH I 19-1/8' $ 75.0 78.0 % xx y a h 28-1/2° 83• $ 7$.0 78.0 3Y S 78.0 78.0 APPROVED CONFIGURATIONS 19-1/8' 8 75.0 75.0 28-1/2° 74-1/4° 8 78.0 78.0 3Y 8 79.0 88.0 12° 2 79.0 75.0 18' 2 78.0 78.0 g 24' 2$ 2 75.0 7$.0 o 30' 2 75.0 78.0 38' 2 7$.0 .79.0 �_. 12° 3 79A 78.0 18' 3 79.0 78.0 24' 38" 3 79.0 78.0 30' 3 78.0 7$.0 m 38' 3 78.0 78.0 ABfb11p1yiT18? 12° 4 78.0 78.0 =6NLOINB 18° 4 75.0 88.0 24° 48. 4 78A 78.0 OAABJpN 30" 4 7$.0 78.0 38' 4 79.0 75.0 ACGEWC9NOENO. Di-09'/4.�c7 12° $ 78.0 7$.0 18° 8 78.0 76.0 24' go. 78.0 79.0 30.6 78.0 79.0 38" 6 7$A 78.0 12' 8 78.0 78.0 18° B 75.0 79.0 k14 24' 72" 8 78.0 79.0 30• a 75.0 75.0 DR. SrRUCNRFA N = NO. OF ANCHORS POR JAMB SEP 1 8 2'001 drawing no, W01-52 sheat of DESIGN LOAD CAPACITY - PSF FOR (%%) SIM 2 WINDOW DIMS. N 1 ANCHOR AT EACH OF HIPOBT LAM. SIDE 1WT. (-) GLASS $ ANCHORS AT EACH OF >sSPOST Dff. (+) SIDE 1NT. (-). WIDTH HEIGHT 37° 83-1/8" 7a• 28' 2 78.0 78.0 78.0 78.0 2 76.0 78.0 75.0 78.0 a 79,0 79.0 79.0 Ts.o 37' 93-1/8° 74° 38-3/8" 3 78.0 78.0 75.0 78.0 3 78.0 79.0 78.0 78.0 3 78.0 78.0 78.0 78.0 3Y 83-1/8' 74" SO -8/8° 4 79.0 75.0 79.0 75.0 4 73.3 73.3 78.0 75.0 4 81.1 81.1 79.0 75.0 37' 53-1/B° 74' 83• 9 71.0 71,0 75.0 75.0 . 8 99.0 SS.O 78.0 75.0 9 44.1 44.1 79.0 75.0 97° 83-i/8° 74° 74-1/4" 8 58.7 58.7 75.0 78.0 ' 8 44.9 44.9 78.0 78.0 8 38.2 352 70.4 70.4 24" 38" 48" * 72• SOVM 24• 2 78.0 78.0 78.0 78.0 2 78.0 75.0 75.0 75.0 2 79.0 75.0 75.0 75.0 2 79,0 75.0 75.0 75.0 2 7b.0 75.0 78.0 78.0 24° 38' 48• 80° 72" 38" 3 79.0 78.0 79.0 75.0 3 75.0 75.0 79.0 75.0 3 79.0 79.0 79.0 78.0 3 78.0 75.0 79.0 78.0 3 79.0 78.0 78.0 78.0 24° 38' 4B' BO' 72' 4a- 4 76.0 75.0 78.0 78.0 4 78,0 88.0 79.0 88.0 38' 78.0. 4 73.3 73.3 78.0 78.0 4 87.2 87.2 79.0 78.0 24' 38' 4g° 80" 72° So. S 79.0 8 79.0 78.0 DESIGN LOAD CAPACITY - PSF FOR (%%) SIM 2 WINDOW DIMS. N 1 ANCHOR AT EACH OF HIPOBT LAM. SIDE 1WT. (-) GLASS $ ANCHORS AT EACH OF >sSPOST Dff. (+) SIDE 1NT. (-). WIDTH HEIGHT 37° 83-1/8" 7a• 28' 2 78.0 78.0 78.0 78.0 2 76.0 78.0 75.0 78.0 a 79,0 79.0 79.0 Ts.o 37' 93-1/8° 74° 38-3/8" 3 78.0 78.0 75.0 78.0 3 78.0 79.0 78.0 78.0 3 78.0 78.0 78.0 78.0 3Y 83-1/8' 74" SO -8/8° 4 79.0 75.0 79.0 75.0 4 73.3 73.3 78.0 75.0 4 81.1 81.1 79.0 75.0 37' 53-1/B° 74' 83• 9 71.0 71,0 75.0 75.0 . 8 99.0 SS.O 78.0 75.0 9 44.1 44.1 79.0 75.0 97° 83-i/8° 74° 74-1/4" 8 58.7 58.7 75.0 78.0 ' 8 44.9 44.9 78.0 78.0 8 38.2 352 70.4 70.4 24" 38" 48" * 72• SOVM 24• 2 78.0 78.0 78.0 78.0 2 78.0 75.0 75.0 75.0 2 79.0 75.0 75.0 75.0 2 79,0 75.0 75.0 75.0 2 7b.0 75.0 78.0 78.0 24° 38' 48• 80° 72" 38" 3 79.0 78.0 79.0 75.0 3 75.0 75.0 79.0 75.0 3 79.0 79.0 79.0 78.0 3 78.0 75.0 79.0 78.0 3 79.0 78.0 78.0 78.0 24° 38' 4B' BO' 72' 4a- 4 76.0 75.0 78.0 78.0 4 78,0 88.0 79.0 88.0 4 78.0 79.0 78.0 78.0. 4 73.3 73.3 78.0 78.0 4 87.2 87.2 79.0 78.0 24' 38' 4g° 80" 72° So. S 79.0 79.0 75.0 78,0 8 78.0 79.0 78.0 79.0 8 83.0 83.0 78.0 78.0 8 53.8 83.8 78.0 79.0. 9 48.0 48.0 78.0 78.0.. 24° 38' 48' 80" 72' � B 78.0 79.0 78.0 78.D B 84.0 84.0 79.0 79.0 B 80.4 90.4 75.0 79,0 8 424 42.4 76.0 78.0 8 37.3 37.3 74.7 74.7 U2A METAL gWMREs tB' MIN. POCK) 0 MIN. S MIN. SEE wWD tlVwr WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTUREL-��j s O TYPICAL ANCHORS: sEE aw. FOR sPACINO 1/4" TAPCONS 0 O n INTO WOOD BUCKS OR WOOD STRUCTURE 1-3/8" MIN. PENETRATION INTO WOOD V $ O a THRU WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY O 14 SMS OR 1/47 ELF DRI IND a`REWS low y INTO METAL STRUCTURES (1/8" MIN. THICKNESS) OR ALUMINUM MULLIONS (HOLDING A VALID NOA.) SS .ATS: FRAME CORNERS EXTERIOR SEAMS SEALED WITH SILICONE VENT AND FRAME CORNERS SEALED NTH SEALANT. C4 ZE AaF11w � S :F a01TlN � VATS ir 8Y . p"mvrawftft"x* . W-Q�NQ 111111 11 x' 182001 drawing no. W01-52 1BY OR 29Y WOOD BUCK SPACING 1/2- X 7/8' X QOA?ff= D)iBCRIPTION 2-3/4' B SN AN 4 FRAME AT 12" FROM HEAD OAND C AT MIDH, YE -1402 #70X 3l _ 2 A bEXTERioR D.L. OPO. VENT WIDTH SINGLE VENT WINDOWS •a -irriw� nnrnvio RM & E". CFOR SPACING DUAL VENT WINDOWS smWf TY@ 894 Lod PRODUCT BUR.lXM000TJE�y{pOg OFFTp9 ACCFROUFf�NO._.Q1-08'T �''p� 1088 SPACING 1/2' FTI CUTTING SCREWS HASP SEP 1 8 2001 drawing no. W01-52 PART 9 QOA?ff= D)iBCRIPTION KATE= MANF./9OP m/RBMAA® 1 YE -1401 4 FRAME 8083-78 - 2 YE -1402 .4 VENT 8083-T6MTR - FLT811 3 YE -1404 1 OEPOST 8083 -TB - 4 YE -1408 AS RECD. CLAM BEAD 8083-78 - 8 a8 X 1- AS REOL FRAME AND VENT ASSEMBLY SCREWS - - 8 YM-140OW AS RECD. BULB WFATHERSIRIPPING VINYL SULLNAN & SULLIVAN 7 YM -920 AS READ. LBAF WEATHERSTRIPPING VINYL SULLIVAN & SULLNA14 8 30744 2/ VENT 2 BAR HINGE, AT TOP AND BOTTOM mm TRUTH ✓ 8A YM - 3/ VENT HINGES (ALT. TO BOR HNGM) - ATTACHED W/ (8) 810 X 1 Y FH SCREWS 9 - 2/ VENT FACE MOUNT LOCK STEEL TRUTH, AT 13-im FROM BOT. & 17-1/2' FROM TCP 10 - 2/ VENT LOCK KEEPER, AT FRAME JAMB FACING LOCK am YALE. AT 13-1/2' FROM 80T. & 17-1/2' FROM Top 11 - 1 VENT ROTO OPMOR STEEL TRUTH, AT 1Y FROM =9 12 YH-1411 1/ CORNER FRAME CORNER XV YALE 13 YM -1408 i/ CORKER I VENT CORNER KEY OECD •a -irriw� nnrnvio RM & E". CFOR SPACING DUAL VENT WINDOWS smWf TY@ 894 Lod PRODUCT BUR.lXM000TJE�y{pOg OFFTp9 ACCFROUFf�NO._.Q1-08'T �''p� 1088 SPACING 1/2' FTI CUTTING SCREWS HASP SEP 1 8 2001 drawing no. W01-52 FRAME IMPUzi T 114h5 .7 e GLAANG BEAD :;;�— "-'m. PUN Miami Shores Village 10050 NE 2nd Avenue Phone: 305-795-2204 Printed: 11/5/2004 Applicant: ROBERT Owner: VICKERS JOB ADDRESS: 1401 NE 101 Building Permit Permit Number: BP2004-489 VICKERS ROBERT ST Contractor FLORIDA PROFESIONAL SERV LTD CO Contractor's Address: 100 NE 89 ST Local Phone: 305-759-3460 Page 1 of 1 Parcel # 1132050230140 Legal Description: M SHORES BAY PK ESTS PB 55-83 LOT 3 BLK 3 LOT SIZE 99.500 X Fees: Description Amount FEE2004-10877 Building Fee $3,750.00 Total Fee 4,4 ?013 FEE2004-10878 CCF $75.00 FEE2004-10879 Training and Education Fee $25.00 Total Receipts:b FEE2004-10880 Technology Fee $93,75 LA .tit •dV FEE2004-10881 Scanning Fee $90.00 FEE2004-10882 Radon $14.54 FEE2004-10883 FEE2004-10884 Builders Bond Structural Fee $300.00 $150.00 ®��/.r �P410 Total Fees: $4,498.29 Permit Status: APPROVED Permit Expiration: 11/5/2005 Construction Value$125,000.00 Work: 2 STORY ADDITION MASTER BEDROOM AND UNDER 2 STORY FAMILY ROOM Signed: (INSPECTOR) 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: op- '1_1 UILD� Miami Shores Village CEIVE Building Department MAY 01 2012 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 �"3Y• __ Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. Wg:: � PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): Alexandre Rodier Phone#: 305-778-8787 Address: 2325 Magnolia Drive City: North Miami State: FI Zip. 33181 Tenant/Lessee Name: Phone#: Email: real7miami@gmail.com JOB ADDRESS: 1009 NE 104th Street City: Miami Shores County: Miami Dade Zip: 33161 Folio/Parcel#: 11-2232-029-0140 Is the Building Historically Designated: Yes ; X Flood Zone: CONTRACTOR: Company Name: Contour Marine, Inc. Address: 1040 Adams Street City: Hollywood State: FI Qualifier Name: Joseph Thomas State Certification or Registration #: Certificate of Competency #: Contact Phone#: 954-448-1162 Email Address: SLYP1008@aol.com DESIGNER: Architect/Engineer: Robert N. Tracy PE Phone# zip: 33019 954-448-1162 E0800948 . 954-434-5035 Value of Work for this Permit: $18,000 Square/Linear Footage of Work: 300 Type of Work: Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: New 5' Wide by 60' Long Timber Boat Dock. New 16,000 Lb. Capacity Boatlift. �ubmittal Fee $� Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) N/A 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 nd construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copytbuzl' recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the rg permit is issued. In the absence of such posted notice, the inspection will not be proved and a reinspection fee will be charged. Signature e T Owner or Agent ��—� Contractor The fore . in trument was acknowledged before me this72-6+14 The f ing instrument was acknowledged before me this��Ll day of �� , 20'�, by Q '(Z day o4t�� , 20a, by pis who is ersonally know to me or who has pr who io me or who h ' �'N. a As identification and w ath. as identification and w a� NOTARY PUBLIC: �" NOTARY PUBLIC: 4 Sign: Sign: Print: _' , b ►n.n a V % \\ a 2 .3 ' Print: My Commission Expires: I t I22, j,? 06S VVVS, X My Commission Expires: Lt 12.1 .2d) Is APPROVED BY Plans Examiner b l� Structural Review (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk