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RC-06-2127Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/31/2007 Inspector: Grande, Claudio Owner: CASTRO, JOSE & MARIA Job Address: 857 98 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ON -KEY BUILDERS INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Block: Phone Number (305)759 -0193 Parcel Number 1132060142500 Lot: Building Department Comments INTERIOR REMODEIMIIIM REPLACE OEVERHANG, REPLACE WATER HEATER RELOCATE KITCHEN , & PARTITIONS ALB` NM Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, July 30, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/24/2007 Inspector: Levrock, James Owner: CASTRO, JOSE & MARIA Job Address: 857 98 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: GEORGE EARL PLUMBING Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)759 -0193 Parcel Number 1132060142500 Lot: Building Department Comments RELOCATION OF SINK AND PLUMBING JUL 2 5 2 T Passed pe + r C • 4I ments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, July 23, 2007 Page 2 of 2 cd- 4e.eri•61,.4 e Building Department, 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 -Permit No. Job Name ELECTRICAL CRITIQUE SHEET -141 44) I ee " Af- 41. e:.. e c 6 "‘ e 427- CoNe, y/7_ r 1 e a J Inspection Date: 07/24/2007 Inspector: Devaney, Michael Inspection Worksheet Miami Shores Village IX, 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: CASTRO, JOSE & MARIA Job Address: 857 98 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: TOTAL ELECTRIC ENTERPRISES CORP Permit Type: Electrical - Residential Inspection Type: Final cooLWork Classification: Addition /Alteration Block: Phone Number (305)759 -0193 Parcel Number 1132060142500 Lot: Building Department Comments Monday, July 23, 2007 Page 2of2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, July 23, 2007 Page 2of2 Miami Shores Village 11E(Mn.7M1 011 1266 Building Department AUG i g 2006 BUILDING /20 PERMIT APPLICATION FBC 2004 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 2)7_3 - Master Permit No. Permit Type (circle): Building ' Electrical ,,/_Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) J,(}S .' f�/14 4 C-5,1-40Phone # D�d 759- OM-3 Owner's ddress e- /B� c �T Ci >fen- Sh® £ S State '.-0 Zip 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) 7 A N e i City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name / I, ` l /t 406, ridt Phone # J — 0929- ei 7 Z- Contract ' Address Zip 4 6/ Qualifier Name 4 ZfT4 efred, ,r/ - -� 2 Phone # State Certificate or Registration No. Certificate of Competency No. Architect / Engineer's Name (if applicable) PAUL R540,4 Value of Work For this Permit �� S O 0 Type of Work: Describe Work: Phone # .. Square / Linear Footage Of Work: "CJ Repair/Replace ❑ Demolition /2-9' 1�rvSie 4449*V.r**- *tFeeS�'tiratari� *4'* i,EGft-'eft . Submittal Fee $ Permit Fee $ �! "—� , CCF $ CO /CC 15 1Q0 Notary $ Training/Education Fee $ 1 ``�l/ Technology Fee $ Scanning $ 240 Bond $ Code Enforcement $ Double Fee $ a Structural Review. $ Total Fee Now Due $ t'42- 55 Radon $ DPBR $ Zoning $ See Reverse side -* SEP 14 PAID Ck\ \<39 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 AlliH)AVIT: 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 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. v as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: My Commission Expires: Sign: Print My Commission Expires: **,* * * * **,* * * * * * * * * **,* * * * * * *, *, ** *, , , * * **, * *, , * * * * * * *, * * *,* * * *, *, * * * * * * * *, , * ** , , ** ** ,{ * * * * * * * * * * * *** * ** APPLICATION" APPROVED BY: (Revised 02/08106) t Plans Examiner Engineer 6 Zoning cf.`, 3 Gw Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING I Permit No. PERMIT APPLICATION ` AUG 1 6 :36 36 — Master Permit No FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder Owner's •.s dr ✓ 5 / v City %/1.. , ® %sate Electrica 112,6, i_771510•frk.: E LAt o�- z�Zi Plumbing Mechanical Roofing !l Phone # Zip ,...>3° 5 /3 T 5-1 enant/Lessee Name Phone # 7 Job Address (where the work is being done) J NE 9 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # -6193 Is Building Historically Designated YES NO Contractor's Company Name li r v.- Navit 4ci,A Phone # - 6 Contractor's Address �, -301g° '9(0 56, t l City C, RAO State TieL. Zip Qualifier Name 161 cDavi Phone # State Certificate or Registration No. Certificate of Competency No. eV-E. 0010Z-- r Architect/Engineer's Name (if applicable) '1. Value of Work For this Permit $ Phone # Square / Linear Footage Of Work: ** * * ** *,* * ** * *** *,* ** **** * * ** * * * * * * * * ** Fees************* * ** * ** * * * * * * * * ** * * * * * * * * ** * * * ** Submittal Fee $ Permit Fee $ 75-4t, �C Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ CCF $ CO /CC Technology Fee $ Bond $ Code Enforcement $ Strue u4ral Review. $ Double Fee $ Zoning $ Total Fee Now Due $ See Reverse side ---> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mor gageeLender:k Name (if pp cable) iviortf e wit Adoress . -R • 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 condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a einspection fee will be charged Signature Signature \c—v\. The fo r day of who is pe ,og ins 4, Owner or Agent trument was acknowledged before me this g e foregoing instrument was acknowledged before me this t t$�, by , day of Ar : s , ,o by 7,,."" 20 b known =s me or who has produced who is . - ' ally known, . me or who has produced Contractor As identification and who did take an oath. NOT PUB Sr Pnnt: My Commission Expir * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) NOTAR SUB ntification and jr, id X1!1! Print. My Commission E * * * * * * * * * * * * * * * * * * * ** did take an oath. 1 -ARANO `...v P"�Notary Publk - State of Florida • _ My Commission Expires Nov 3 2009 * * *6 ,4li ** '"4,c,l,rao Bonded By National Notary fin. Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel_(305) 795.2204 Fax: (305) 756.8972 LUG BUILDING fl 6 206 PERMIT APPLICATION N�� cw FBC 2004 BY:_ .------• ----.. 6/6 ar..0 Permit No. _c bll b 5 Master Permit No. \\.,,06 Z LL Permit Type (circle): Building E ectrical Plu Owner's Name (Fee Simple Titleholder City State Owner's Ad Tenan ssee Name Mechanical Roofing hone # zip ,3313k Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name , Contractor's Address 1-1 11. Phone # s--7 110 9 `� (r County Miami -Dade Zip NO --- i City kb/ 1i (A\i tv L r` - - State r ! Oh hi Zip 33 p/ q Qualifier Name (j tO(4 L. Phone # 7Cb( 360/° 3 i33 State Certificate or Registration No. .' ._ Certificate of Competency No. Phone # 30.:( 3 i' 3R-a3 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type Descri Phone # 4 r °4 Square / Linear Footage Of Work: Work :: [New air/Replace r**** * ** * *** * * **** * *** * ** * ***** ** ** * Fees ** * ** * ** * * ** *, *** ** **, *** *,r ** Submittal Fee $ Permit Fee $ / (� CCF $ CO /CC * * * * * * ** Notary $ Training/Education Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Review. $ DPBR $ Technology Fee $ Double Fee $ Zoning $ Total Fee Now Due $ See Revers 4 4, PAID 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 standard's 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 an reinspection fee will be charged Signature The fore day who Owner or ing instrument was acknowledged before me this 6 20 by personally kno i to me or who has produced NO Print As identification and who did take an oath. Y PUB C: ARA ZAMBRA My Commission Expire * * * * * * *, ** *,t ** * * * * * * * ** * * * * ** * * ** ** APPLICATION APPROVED BY: (Revised 02/08106) Signature The foreg day of is r P in `Contractor instrument was acknowledged before me this 6c, by sonally kno o me or who has produced as identification and who did take an oath. NO -PUB C: Print: My Commissio * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning DIVISION 4. AREA REGULATIONS Page 1 of 1 Sec. 509. [Projection of canopies, open balconies, etc.] Canopies, open balconies, pivoted or casement sash, cornices, eaves and similar architectural features may project: (a) Not more than 48 inches into any front yard when not less than eight feet of clear headroom is provided under such projection. (b) Not more than 36 inches into any side or rear yard when not Tess than seven feet of clear headroom is provided under such projection. http:// library3 .municode.com/mcclDocView /11252/1/107/112 /116 8/11/2006 Process # FEDERAL EMERGENCY MANAGEMENT AGENCY Folio # NATIONAL FLOODS INSURANCE PFiQg dl .•. Crown of Road: 9.76 FT. N.G.V.D. ELEVATION CERTIFICA: E: :•: Important: Read the instructions on pages 11 7. • "' • 1 SECTION A — PROPERTY OWNER INFORMATION • • • • • •• • • • • • . • • • ' Arneric%'d by MDC- DERM -OCT, 1999 O.M.B. No. 3067 -0077 • Expires December 31, 2005 • • For Insurance Cara BUILDING OWNER'S NAME ••• JOSE G. CASTRO AND MARIA G. CASTRO 06 -1056$ BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. 857 N.E. 9811" STREET CITY MIAMI SHORES STATE FL • • • • • • •• •• • • • • • • • • • • • • • • • • F?Q JT 'AND,E C Wit. • • • • •• • • • •• • ZIP CODE "33113g PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, ete) • • • • • • • • • LOT 18 & 19, BLK 72, PB 10, PG 37 • • • • • • • • • • • • • MIAMI -DADE BUILDING USE (e.g. Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): N/A ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES 120652 B2. COUNTY NAME MIAMI -DADE B3. STATE FLORIDA B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATIONS (S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 12025C 0093 J 07/17/95 03/02/94 X + N/A N.G.V.D. B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile // FIRM ❑ Community Determined ❑Other (Describe): BI 1. Indicate the elevation datum used for the BFE in B9: i2 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes 0 No Designation Date SECTION C — BUILDING ELEVATION INFORMATION SURVEY REQUIRED) 01. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones A1-A30, AE, AH, A, A (with BFE), AR, AR/A, AR/A1-A30, AR/AH, AR/AO Complete Items C3a -1 below, according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion. Datum N.G.V.D. Conversion /Comments: Elevation reference mark used N-603R DADE Does the elevation reference mark used appear ❑ a) Top of bottom floor (including basement or enclosure) 11 . 33 ft. (m) ❑ b) Top of next higher floor N/A . ft. (m) ❑ c) Bottom of lowest horizontal structural member (V zones only) N/A . ft. (m) ❑ d) Attached garage (top of slab) 9 15 ft. (m) ❑ e) Lowest elevation of machinery and /or equipment Servicing the building 9 69 FT ❑ f) Lowest adjacent grade (LAG) 9 . 1 FT ❑ g) Highest adjacent grade (HAG) 10 . 6 FT ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A ❑ i) Total area of all permanent openings (flood vents) in C3h N/A sq. in. (sq. cm) RM? ❑ Yes 0 No 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. 1 certify that the information in Sections A, B, and C on this certificate represent my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME RENE AIGUESVIVES LICENSE NUMBER 4327 TITL PRO ND SURVEYOR : "MAPPER COMPANY NAME V EZ AIGUESVIVES & ASSOCIATES, INC. FL 33155 LE HONE 305 - 220 -2424 ••• • • • ••• • • •• •• • • • 00 •44 IMPORTANT: In these spaces,3op r t'he c Asp.ndinOir ormation from Section A. BUILDING STREET ADDRESS (Inr L ing' Apt.:Urtit, tuit ®,.and /or Bldg. No.) OR P.O. ROUTED AND BOX NO. SAME CITY For Insurance, Company Use; Policy Number .. • • • • • • • • •• s• • • • • • SEgTIQf�DA— SUI/EYQR, EI$G$N�E�, OR ARCHITECT CERTIFICATION (CONTINUED) • • Company NAIC Number Company NAIC .Number Copy both sides of this Elevationh CePtificate't4 (?) eommu'nity official, (2) insurance agent/company, and (3) building owner. COMMENTS •• •00 •• • • • •• • • • • • • •0 0444 • • • • • • •• El Check here if attachments SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting Information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number _1 the building diagram most similar to the building for which this certificate is being completed — see Pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement enclosure) of the building is _ ft. (m) _in. (cm) _ above or _ below (check one) The highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is Ft. (m) in.(cm) above the highest adjacent grade. The Top of the platform of machinery and/or equipment servicing the building is ft. (m) _in.(cm) _above of _below (check one) the highest adjacent E4. grade. (Use natural grade, if available For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community floodplain management ordinance? 0 Yes 0 No 0 Unknown. The local official must certify this information E5 SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G — COMMUNITY INFORMATION (OPTIONAL) j The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can co mplete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. GI. ❑ 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 certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: ❑ New Construction ❑ Substantial improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft. (m) G9. BFE or (in Zone AO) depth of flooding at the building site is: _ft. (m) Datum: Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments SEP -1? -2006 14:06 FROM: ON KEY BUILDERS 13053658804 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. .ECD�- 5' AX FOUO NO. i) 3a�) (o(�I 259O STATE OF FLORIDA: COUNTY OF MIAMI -DADS TO:3055712025 P.1 1111111 1111111111110111111 11111 1111 MR 1111 CFN 2006R0982036 OR Ek 24904 P9 4482► (1139) RECORDED 09/13/2006 12:44004 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE 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 description of property and street/address: /- 114iti'iir Si - -s !.-t' fe �O'":�7 LP 1 -S bet--(1 S % 1V Qr� STfeet i1 sar '. �1 Si' r :4_ i4 \ Slow , Ft. 33I&? 2. Description of Improvement: l it 3. Owner(s) name and address: M Pt'2.1 i4 TOSE G4 -STR.O RS-7 N� $, 5 reel M -6 Interest in property: t�U�V' Name and address of fee simple titleholder. 5. Surety: (Payment bond required by owner from contractWitr ip FLORIDA, CouNTY of DADE Name and address: i HEREBY CERTIFY that this is a true copy of the Amount of bond $ 6. Lender's name and address: Ai/1 origins SS hand and Official S 'al. HARVEY RU R Circuit and County Courts 7. Persons within the state of Florida designated by Owner upon w ` notes or . h = di provided by Section 713.13(1)(a)7., Fl ride tatutes, Name and address: ments may be served as 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 S = tut =s. 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 specifi Signature of Ovlrr Print Owner's N e kit-123A- ITT Sworn to and s ALE— Cik rg-o before me /6/ day of Prepared by Add Notary - ,,•: r t� Print Notary's Name My commission expires:4 123 01-32 PAGE4 10/04 1 17 - �1, W - Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Buildin Permit No. Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) „loge 6 . C 7a) Phone # (a05) 7r✓' 9 - 0/q3 Owner's ddress 196 7 ,U . i '76 �' /`'�' .7eee City/ 6 � � State , 40/2 /LOA Zip .3 3 /3B Tenant/Lessee Name Phone # Job Address (where the work is being done) c 7126. q :6% -E: r City Miami Shores Village County Miami -Dade Zip ..02 /mac Is Building Historically Designated YES NO Contractor's Company Name ? 1 AtieSt ,rve, Phone # Contra +,r's City 39q[ 7a-- -. Zip 23€ 3 / Architect/Engineer's Name (if applicable)M t £ GJC 4 4269 TL t Phone # (goo)' 8 7 1'4/0 pp $ Value of Work For this Permit GF/5-G Type of Work: ['Addition jgAlteration ['New Describe Work: , Pi4c1 ®!/�Z/i44JC Vo.. 70 A/'ele IGA4_,E Square Footage Of Work: 41O© $ Repair/Replace 4.d • T® D Demolition ,7.4'tr.4e• i�7 .04:7a" 7'7416. 2•GOe411774.." Ae0 e /' -. ,eTITievez.) AR ReYR� TRR PAR T7n ®ar6yrs ®ij t _ �r✓/e�,� 1® ®ref teogigx /.0.- RRRRRRRRRRRRRRRRRRRARRRR Submittal Fee $ Permit Fee $ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Total Fee Now Due $ Structural Plan Review. $ (Continued on opposite side) Bonding Company's Name (if applicable) Banding 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The foreg day of who is per K40 I OOPiner or Agent ing instrument was ackno i4S 20 U(6, by y known to „e or who has produced re_ edged beeff•, �i� : 4LS eme this J ® The for Contractor Ding instrument was acknowl 2©by 7 LAs i entification and who did take an oath. NOTAR Print: My Commission Exp R.R *... *.. *.* *91ST Public - State of Florida My Commission Expo Nov 3, 2009 •:,FO�nQo-`� Bender Rv oCeettlifteof State Certificate or Registration No. ompetency Holder) Certificate of Competency No. sas * * * * * * ** ,******** * * * * * * * * * * * * * ** * * * * * *c,**** **** ****ee *es,rseese***** ,s* ** *******assase*****e ************ APPLICATION APPROVED BY: Chc 10/14/03 Plans Examiner Engineer Zoning 1 MI® • • ••• • • • 000 •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • abdDE �OLNTY, FLORIDA METRO -DADE FLAGLER BUILDING P `$I CTC ij'1 t1MIt_ 1 United Steel Products Company 703 Rogers Drive (P. O. Box 110) Montgomery ,MN 56069 • �• • 11LIMG 4?dog Ct I;.WNCE OFFICE • • • • • b,. rTRO DADE t r,R BUILDING • • 140 WEST FL'i4 3LER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 r • • • • • (3021375;2221 FAX (305) 375 -2908 • • • • • • • • • • ... • • •CINC LICIT/SING SECTION • • • • • • 3952527 FAX (305) 375 -2558 • ACI OR DIFORCEMENT DIVISION (305)3752966 FAX (305)375-2908 PRODUCT CONiRROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Face Mount Joist Hangers And Framing Angles under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. 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 usc of such product or material immediately. BCCO removes 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. ACCEPTANCE NO.: 01- 0417.11 EXPIRES: 07/0912006 :t 13 .t COVERSHEE SEE ADDITION: PAG CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Rani Rodriguez ChiefProduct Control Division C AND GENERAL 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 Miami-Dade County, Florida under the conditions set forth above. APPROVED: t�001 tIsC14.50001tpc2000Atempfatealnotko acceptance cover pagedat Internet mail address: postinaster@balldingendeonline.com Homepage: http: / /www Francisco J. Quintana, R.A. Director Miami -Dade County Buildi : ��_ +� vliance Office ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • •• • • • • • • • • •• •• • • • • •• • • • • • • ! • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • •• ••• •• • • • •• • • • • • • • • • •• ••• • • • • • •• r: " "!T # 4COCts, CONTRACTOR: CKJ `Ce.L SUBMITTAL DATE: S \ \O RESUBMITAL DATES: PROJECT TYPE: eertior arncjcg.tai ZONING FIRE 7713' Ian STRUCTURAL IMPACT FEES ELLTRIC 1 MECHANICAL oP= HRS /DERM NOC BLDG United Steel Products Company. Q►C I!FA iCE,�TO: 11-0417.11 4iPilitividt PRI ? PM .... .. .. ... 1. SCOPE 1.1 This mews the Notice of Acme No. 98- 0421.06, which was issued on 07/09/98. It droves wood cis; as descrthed in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami- -Dade County. For the locations where the actual loads as detesmined by SFBC Chapter 23, do not exceed the design load indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Used Steel Wood Connectors shall be fabricated and used in strict compliance with the following documents: Drawing No. JUS /JA M P, sheet 1 of 1, titled "Face Mount Joist Hangers and Framing Angles", lamed by United Steel Products Company, dated 04/06/01 with no revisions. The drawings shall bear the Mami-Dade County Product Control Approval imp with the Notice of Acceptance number and approval date byd thin Dade Prod Control Division. These documents shall be referred to as the approved 3. MUTATIONS 3.1 Allowable loads are for Douglas Fir or better with a specific gravity of 0.50 and moisture cannot of 19% or less. 3.2 Allowable loads are based on testing per ASTM D1761 and calculations per National Design Specifications for Wood Construction 1991 Edition & 1993 Errata. 4. INSTALLATION 4.1 The wood connectors shall be installed in strict compliance with the approved drawings. S. LABELING 5.1 Each wood connector shall bear a permanent label with the ms's name or logo, city, state and the %flowing statement "Mami -Dade County Product Control Approved". . 6. BUILDING PEEA+IIT 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 aqilicate copies of t e approved drawings as ideatited in Section 2 of this Notice of Acceptance, clearly matted to show the hangers and angles selected for the proposed ikon. 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the illation of these products. EXPIRES: 07/09/2006 •• • • • •• ••• •• OOOOO • NOTICE 01? ACCEPTANCE: SPECIFIC ts0rP1:41M E. •• ::: Candido Font, PE, Sr. Product Control Examiner Product Control Division 2 United Steel Products Company. . •4.t C�PTM(C.I No. :. ®10417.11 . . • .... • •A�ovla:. •.. U$ 2 8 1 EXPIRES; .. • NOTICE OF ACCEPTANCE STANDARPC NDm'iflt *1S: • • ••• 1. Renewal of this Ac (approval) shall be considered atha' a renewal won has been filed and the original submitted n including supporting data, engineering documents, are no older than eight (8) years. 2. Any and all droved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement "Mla mi -lade County Product Control Appnwed", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) 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) Mire Accqtance holder has not complied with all the requirements of this acceptance, inducting the correct installation of the product d) The engineer who oriemally 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 pry or process shall automatically be cause kir termination of this Acceptance, unless prior written approval has been tested (through the filing of a revision application with awe fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory perfaaman ce of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 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 Act is displayed, then it shall be done in its entirety. 7. A copy of this Ace as well as approved cgs and other documents, where it applies, shall be provided to the nor by the mmufactarer or its distributors and shall be available for inspection at the job site at all time. The engwaer need not reseal the copies. S. Fame to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Act consists of pages 1, 2 and this last page 3. Candido Flit PE, Sr. Product Control Examiner Product Control Divtalon END OF THE; ACCEPTANCE 3 • • .•• • • • ••• .• •• • • • •. •• • • • • • • • • • • • • • • • ••• • • • • • • • • • . • • • • ••• • • • ••• United Steed Products Company, •AC EPTA NCB NO: - 417.11 • • • • •• .• . A1 . . • • . • • . .. •. '. RO'VIW .... EXPIRES:. 07•109 • • • • • • • • • • • • • NOTICE OF ACCEPTANCE: SPECIFIC CC/ QNS ;....' (For File ONLY. Not part of NOA) A DRAWINGS 1. Drawings prepared by United Steel Products Company, titled "Face Mount Joist Hangers and Framing Angles", Drawing No. JUS/JA/MP, sheet 1 of 1, dated 04/06/01 with no revisions, signed and sealed by T. A. Kolden, B TEST T � � per ASTM D1761 by Maxim Technologies Inc., signed and sealed by S. L. Report No. Wood Connector Direcdua Date 1. 3013 -71 -5327 JUS Series upward & Down 03/06/98 2. 3013 -71 -5327 JA Series Upward & Down 03/06/98 3. 3013 -71 -5327 MP Series Upward & Down 03/06/98 C CALCULATIONS I JUS Series Calculations prepared by T. A. KColden, signed and sealed by T. A. Kolden PE on 04/10/2001. D STATEMENTS 1. No Financial lutareit & Code Compliance letter issued by Thomas A. Kolden, PE, signed. by T.A. Kolden, PE. and notarized on 03/19/98 by M. E. Steinbouse. 2. Merger Documents issued by the State of Minnesota on 02/14/200 and signed by the Secretary of State, M. Kifineyer. Candido Font, PE, Sr. Product Control Examiner Product Control Division El • • • TYPICAL. JUS.:41SJALLATION • • • .A . • • • • '`1111 JUS TYPICAL MP INSTALLATION JA INSTALLATION SIMILAR JUS JOIST HANGERS �� STEEL MUM DIMENSIONS On.). FASTENERS ALLOVASL.E LOADS Clbs.) W N D A �111111117 l 111w u. IIIIIIIII Ell= ,r77779- ANNUM REA !S --- 3 . 2 1 /2 {� 4 ILIMIN MUMS KM NM WM WEI.I WIN 111111W31:111 el 1815' • 2 P. .7-7711r1 1M MEM EIMII 11113M t# MN 11111111M 111 MEW 10 - tad 11111MIMINI 2b40 M'e 1=1EI 1 3/2 1 3/2 3 . 28 x 1 1/@ 3 2d x 1 L!0 063' NA - -�' Inli 32 • !?'» 4 WI' 1 318_ 1 EM MEMO WM 1.W17in 111111012EM 1005 • 445 NA • 'L iEI* WM nan I11 1FFT311n PT?ITIlIC it D WM NM EMI 10 - 16tl WI 2040 1280 JSS86 -3' !.�' .",Z.0#lIMIEMEI'_'» WEIR WM WM ME 111111MI tato . EmMO � 11�'�"�R3il NMI En 10 - 162 11113121MMINE131.1 nElEinil �l�t''� law • 1000 Angie-3 Ml 1131001 Pik.:){, -', 1MONEK �� IM .I. 1 1400 uffi Meader toss shag be 2 *weer for 168 rails. 0 Joist tune shall be instated at 30 - 43 disarm horb:ontally such that they penetrate Oho end of the Joist and Mto the header. - MP & JA FRAMING ANGLE CONNECTORS • PRODUCT CODE STEEL MUM DIMENSIONS On.). FASTENERS ALLOVASL.E LOADS Clbs.) W N D A HEADER JOIST 1tGVN UPI4FT JAM . 14 --- 3 . 1 1/0 . 2 1 /2 _ 4. '162 4 *0d x i 144 253 NA .JA50 . 14 el 2 3/2 2 1/2 6 . 16d ¢ 10d x 1 110 350 735 MP34 • 13 , --- 2 13/16 1 3/2 1 3/2 3 . 28 x 1 1/@ 3 2d x 1 L!0 063' NA - NPAi • 32 • ---.- 4 WI' 1 318_ 1 3/2 5 • 28 it 1 2/2 5 28 x 1 In . 445 NA • 1 $n*, n header thickness shalt be 2 inches for 168 raps. anal 1 we Inches for alt others specifies. 2 Load values are for respell Anptse Installed al'ply, and Nay be doubted W Installed in. pairs. - 3 The Joint shall be a e'Idrnen of 1 1/13 Inches thick. GENERAL Nt1TE$ amoku. COMMON TO u J A6 b COATING 313. MADE 33t UO.N. AND A Al at FASTEIERS ARE MOM vc NAILS mums mom= Nana t• ranANAszte3431 14411141rtiat3WIlt A SFaET ' It" ALLOVER 4) ALLOVADLE *OWN LOADS ARE NOT INCREASED 37 SNORT TERp • DURATION FACit a • Aa1.E tJ1AD8 Met BASED ON THE ) & parola r FOR • 114 ACCORDANCE WITH ASTN 51761 *12022 Al WL'.Y'Iida aria U1 N NNW tobf dl t'ti1'U J 011111* CIa C16SNLIAMCE *RIO AMMO Haatz *4,Ll.1I UNITED STEEL PNODUGTS CO 708 MGRS DRIVE MONTGOMERY MN 315069 FACE MOUNT JOIST HANGERS AND FRAMING ANGLES DATE' _ Q4/J)lkCA1_ DRAWING NUMBER' .&l..1IhLEP- SHEET NUMBER' __..DE1__ THOMAS A. KOLDEN, P.E. CIVIL NUMBER FLk30899 MM I2 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • •IMIAMl • -BADE COt•INiY. FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE United Steel Products Company 703 Rogers Drive (P. 0. Box 80) Montgomery ,MN 56069 • •EUILDrNGIIiDDg c O ANCE OFFICE • • • • TIRO -DADS 'LA ER BUILDING .. • •. • 140 ViringlitAGLdlilSTDEET, surr 1603 MIAMI, FLORIDA 33130-1563 OF ACCEPTANCE .. • • • •• ••• (305) 375 -29,01 FAX (305) 375 -2903 •• • • • • • COf4ThMi'OR LICENSING SECTION .(305=375.2527; FAX (305)373-2358 •• • • • • • ••• •• CONTflACTOR ENFORCEMENT DIVISION (303) 373.2946 FAN (303) 375 -2908 Your application for Notice of Acceptance (NOA) of: USP Lumber Connectors under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. 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. PRODUCE CONTROL DIVISION (303) 373.2902 FAX (305) 3724339 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0912.05 EXPIRES: I O/09 /200$ Rau[ Koungucz Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEEO 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 Miami -Dade County, Florida under the conditions set forth above. APPROVED: 11/01/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Codc Compliance Office Ib04500011pc200011t empl•tesleotice acceptance cover page dot Internet mail address: postmaster ®buildingcodeonlne.com • Ifomepage: http : / /www.buildingcodeonline.cam United Steel Products Company. • • •• •• • • • • • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • • • • • • • •• • • • • •• •• • • • 4CCRRTANCE Lyor a1 tl'a.05 • • • • • • APPROVED:•tib 91.2Q EXIbI R :1 Q/i/k0718 ' • ••• • NOTICE OF ACCEPTANCE: SPECIFIC dbNDfTIONS ••• 1. SCOPE 1.1 This renews and revises the Notice of Acceptance No. 00- 0913.07, which was issued 011 12/07/2000. It approves wood connectors; as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County. For the locations where the actual loads as determined by SFBC Chapter 23, do not exceed the design load indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The USP Wood Connectors shall be fabricated and used in strict compliance with the following documents: Drawing No. MDADE and sheets 1 of 1, titled "RT AND TA SERIES ", prepared by United Steel Products Company, dated 10/06/00 with no revisions. The drawings shall bear the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for Southern Yellow Pine or better with a specific gravity of 0.55 and moisture content of 19% or less. 3.2 Allowable loads arc based on testing per ASTM D1761 and calculations per National .Design Specifications for Wood Construction 1991 Edition & 1993 Errata. 4. INSTALLATION 4.1 The wood connectors shall be installed in strict compliance with the approved drawings. 5. LABELING 5.1 Each wood connector shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies ofthc approved drawings as identified in Section 2 of this Notice of Acceptance, clearly marked to show the hangers and angles selected for the proposed installation. 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of these products. 2 Candid() Font, PE, Sr. Product Control-Examiner Product Control Division United Stccel Products Company. • • ••• • • • ••• .. .. • • • • • •• • • • • • • • • .. • • • • • • • • • • • ••• • • • • ••• ACCEPTANCE NO: 01 -g2 12.05 • .. .. •• •• • • • P! 1d OVWD: NOV :1 Fr' EXPIRES: 10/0912008 •••• • •. ••• •• OOOOO • •• NOTICE OF ACCEPTANCE STANDARI):C hld1iI�d'S;� •• .. • • • ••• • . 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, arc 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 Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) 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 ofa revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acccptancc: a) Unsatisfactory performance of this product or process. b) Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acccptancc 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 Acccptancc is displayed, then it shall be done in its entirety. 7. A copy ()Nils 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 Acccptancc shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Candido Font, PE, Sr. Product Control Examiner Product Control Division END OF TIIIS ACCEPTANCE 3 • •• • • • • • •••• • •• • • • • • • •1••} . • • • • 1 • I.4 • • • •• •• • • • • •L••• • .... a 4,0101'• • • • • .i• • • • ... M ••• •• • • •••• RT RAFTER TIE SERIES 14 GAUGE Product Code Dimenslon L Fasteners 16d Allowable Load Down 100% Uplift 133% - - -- RT8 8" 6 340 RT10 10" 8 455 ---- RT12 12" 8 455 ---- RT14 14" 10 565 755 RT16 1616 12 680 905 RT18 18" 14 795 1020 RT20 20" 16 905 1020 RT22 22" 18 1020 1020 R124 24" 18 1020 1020 R1'28 28" 18 1020 1020 RT30 30" 18 1020 1020 RT32 32" 18 1020 1020 RT34 34" 18 1020 1020 RT36 36" 18 1020 1020 R1336 38" 18 1020 1020 a RT40 40" 18 1020 1020 RT44 44" 18 1020 1020 RT48 48" 18 1020 1020 TA /TAR TRUSS ANCHOR SERIES 14 GAUGE GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 337 AND A MINIMUM GALVANIZED COATING OF G90 2) FASTENERS ARE COMMON VIBE NAILS UNLESS OTHERWISE NOTED 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION FACTOR OF 335 FOR WIND LOAD CONDITION, NO FURTHER INCREASE IS ALLOYED 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM DURATION FACTOR 5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1991 EDITION 0. 1993 ERRATA, FOR SOUTHERN YELLOW PINE (Go 0.55 OR BETTER) 4 TEST PERFORMED IN ACCORDANCE WITH ASTM 01761 Product Code Dimension Length Fastener 10d x 1.5" Allowable Load Uplift LI L2 TAI2ITA12R 12" 6 -- 216 245 TA147TA14R 14" 6 830 215 245 TA16/TA1SR 16" 6 830 215 245 TA181TAI8R 18" 7 970 215 345 TA20VTA20R 26" 9 1040 215 345 TA2277A22R 22" 10 1155 255 345 TA24ITA24R 24" 11 1270 265 346 Notes 1) 2) 3) 4) 6) 1) Number of fasteners shall be equally div ded between rafter and s 2) Penetration is assumed to be 1 112" into wood LI are loads applied parallel to bearing wall 1.2 are loads applied perpendictlar to bearing wall Minimum embedment of ties 4" Allowable loads for uplift, L1 and 12 are not to be combined Nirlimum nail penetration 1.6" APPROVED AS CORPLIINI Y11IN THE SOUTH FLORIDA 081D146 CODE DATE MO 001, BY PRODU & tb! 1 01 01111104 BUILDING CODE COMPHARCE OliitS AccEPTARCE NO.p /- Ag12.05 TA R .�7r TA G �01 aI •.- g'' UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE. 1@NI0IKR7. ■01 56069 RICK 65077 364 -7333 PING RT AND TA SERIES 6476 10/06/00 THDNAS ALLEN WILDER AL 16D. 50899 6CIVJ FLI 00DIAIRDLG L) SKSI• I ,966 I MDAOE • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • •• • • • • •• •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • RAUL R. SORA ARCHITECT FL.# AR 0007179 -MD O.L # 559725 -8 10250 S.W. 56th STjtEJ• • • • • •• • MIAMI, FLORIDA. 33165 • • • PHONE: (305) 887 -1490 • • • • • • • ••• • •' FAX: (305) 889 -0846 PROPOSED ROOF REPAIR TO: MR. & MRS. CASTRO RESIDENCE 857 N.E. 98 TH STREET MIAMI SHORES VILLAGE FLORIDA. 33138 TABLE OF CONTENTS LOADS 1 ROOF UPLIFT 1 RAUL R. SOFIA ARCHITECT FL.# AR 0007179 -MD O.L # 559725 -8 10250 S.W. 56th STREET MAAMI, FLORIDA.. 33165 PHONE: (305) 887 -1490 FAX: (305) 889 -0846 • •• •• • • • •• •• • 4 7:6'1v C.,1/2 10r Job: Sheet: # / Calculated r.. Checked By::: : Sca e: A y:' . • • • • • . Of •••.. • Obtlb • RAUL R. S a ` ° ARCHITECT FL.# AR 0007179•MD Q.L # 559725 -8 10250 S.W. 56th STREET MIAMI, FLORIDA. 33165 PHONE: (305) 887 -1490 CAY• f I% new wn�t • • ••• • • • ••• •• •• • • • •• •• • Job: OVOR • • :_" Sheet: # Of Calculated Ft)G •'Ftra•: •: pnto" S -d co, ••• • • Checked BA••• ‘4 , ___ Scale: 111 11111111111111111111=111111MMICEI lk wimpsn - _ •" • Ri 11111 1 / MIN 4 1 111 ile e 111 a MI **"., ilo E%Z! ti is } f 1 i - I Structure T • e a • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • •• •• • • • • • • •. • • ••• • • • • ••• WINDO2 v2 -03 Detailed Wind Load Design (Method 2) pert e' 7•-02 •• • ;•; ;;• Description: ROOF OVERHANG REPAIR TO JOSE G. CASTRO RESIDENCE' • • • • Ana ` sls b : F.P. • User Input Data. Basic Wind Speed (V) Struc Category (I, II, NI, or IV) Exposure (B, C, or D) ' 4 ' Slope of Roof ype of Roof Eave Height (Eht) Ridge Height (RHt =lam r13-760.1. irmin 1 ►j tt(i707111MA 1,?ZIWWtI 146 11 B 1 5.0 22.6 Monoslope 0.85 10.00 15.00 12.67 55.00 111.67 mph Hz :12 ft ft ft latulat d Pa arrnete s t T t. of Structure Height/Least Horizontal Dim 0.23 Flexible Structure No Importance Factor • • Hurricane Prone Region (V>100 ) Table 6 -2 Values 7.000 1200.000 ft ft Gust1 or ri !'d structures (Nat Freq > 1 Hz use 0.85 Izm Lzm INN Gust2 G Cc* (33/z "0.167 1*(zm/33) "E • silon : is r•rms Gust Factor Summary 0.85 30.00 0.3048 309.99 0.8975 0.8645 MON ft =i+ Copyright 2005 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi 1 Condition *pen Buildings . Partially Enclosed Buildings Enclosed Buildinss 0.00 0.55 0.18 0.00 0.00 -0.55 -0.18 0.00 www.mecaenterprises.com 8/1/2006 Page No. 1 of 2 i '• ' ii• • • '• • • • • • • • • • • • • • • •• • • ••• • • • • • • • . • • • 8/1/2006 • • ••• • • • • ••• WINDO2 v2-03, • • • • • .• Detailed Wind Load Design (Method 2) per AScq 7'-02 • ' ; • Figure 6 -14 - External Pressure Coefficient •Ge , .::. '.' Loads on Components and Cladding for Buildings w/ Ht <= 60 ft for Monosiope Roofs • • • • • .. ... .. • • •.• • • • • •• • • • • .• . . • • • ••• •• a = 5.068 = => I 5.07 ft Double Click on an data en line to receive a hel • Screen GCp Area (WI) 4.50 0.00 -r 0.00 Zone 2 Note: * Enter Zone 1, 2, 2', 3, 3' (See sketch), 4 & 5 (Wall Zones calculated per Fig 6-5A) Use 1H, 2H, and 3H for Roof Overhangs (Per Fig 6-5B) • Copyright 2005 www.mecaenterprises.com Page No. 2 of 2 • ••• •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • • • • • • ••• ••• • • • • • • ••• (N9OD 00' 00 "E 100.00' (X.,). 9' Asphalt Pavement • 15 Alley . 0.25' CL 8.2' �. 4' CBS Wall 24 , • • - F.LR 1/2� F.l.R.1 /2" • • • • • • • • 56:00' •• • • • •• •• •• • •• • • • • • • • • ••• •• 0.2 5' CBS • e2.80' 4' 4' 4' BBQ Lj umpster II 2.00' C4 � LOT O 17 1172►► BLOCK V Fd.Nall @ BC (On CL) NC 10.06' 22.7 ' 9. A a co Terrace ( Tile ) 22.65' eci 31.13' �O�ts F./.R.3 /8" co • Conc. ' • tri Slab- 19'98( • Qe: • 19.50' ° ''SSSrtivyS v 'c 1{310' h yc���,ai 12.90' rt.) I o 13.10' NI N ONE SITORY �! RESIDIENCE # 81 7 •Lot Line 28.00' 8.40' 'Porch 3.5' Concrete Sidewalk) LOT 18 BLOCK "72" 18.30' 21.05' C7 C/ A/C 9.83' LOT I� 19 24.90' BLOCK "72" 41.0' 3.63' CL 1 \ ° LOT k 20 BLOCK "72" F./.R.3 /8" ° ° • a • 5' Concrete Sidewalk - e:. • • • ° . . 4 23' Parkway 37.50' 10q0 ' (M) (As Concrete Driveway ° 4• O . A umed) 37.50' 250.00'(P)(M) N E • •a.Na /i • • Bearing, if any, shown based on Plat meridian 9 8 t /7916 s T R E E T. Fd., • •. 19'Asphalt Pavement -� • • (reference) SOUTH iE S89D\00 e0 This property described as: Lot 18 & 19, Block 72, MIAMI SHORES SECTION THREE, according to the plat thereof as recorded in Plat Book 10, Page 37, of the Public Records of Miami -Dade County, Florida. CERTIFIED TO: Jose G & Maria G Castro 857 NE 98th Street, Miami Shores, FL 33138 m ° O E Q co c$ c �o A C Nm ; wT o • .5. o g c_0 C > iliiili 0 Oi E 0 0 8 O-0 -a m eo,EoE80a ammo . 81 e n§EV g •- R m q N 3 O. `a 5 m o 0 C c o Z °•c 2co.o ° C C.c 8 O C !N 3 C OC !, v al.:156 c 4°°EE°_ °'0,, m•m- °•°f -°.c c ��aZO��3 CO .0 c c§ -S3`o w . ° € m E ,7f, 0 o �,� C 0 c 8. O T o 0 Q o m 7 m 7) o ›....0 0 , ' ° E e o s A t) R Fj 4 �, 8 0 c c E 0 0 ra. O K at 8 8 N 0 0 =,�v.° c ‚5'54j cc E•p � -cam 0 0 C 0 l4 j c 0 o U � E 2:90; a o L a .00 OT C 'A E 0 O c p w o m3 1°O5' di °T !'es' m 41-.5:; oI--a 2 r a 15-.8 zid' a -a co—m 0 LEGEND A = Central Angle A =Arc NC = Air Conditioner ASPH = Asphalt BBQ = Barbecue BM = Bench Mark CB = Catch basin CBS = Concrete Block Structure CH = Chord Chatta. Chattahoochee CL = Center Line CLF = Chain Link Fence, CI. = Clear Conc. = Concrete D = Deed 0 = Diameter DC = Miami -Dade County DH = Drill Hole DME = Drainage & Maintenance Easement Enc. = Encroachment F.H. = Fire Hydrant F.I.R. = Found Iron Rebar FPL = Florida Power & Light F.I.P. = Found Iron Pipe Fd. = Found M = Measured = Monument Line Mon. = Monument NIA = Not Applicable N/D = Nail & Disc N° = Number NTS = Not to Scale O/S = Offset O.U.L. = Overhead Utility Lines OH = Overhang P = Plat PB = Plat Book PC = Point of Curvature PCP = Permanent Control Point PG = Page P.I. = Point of Intersection PKWY= Parkway = Property Line P L = Planter P.O.B.= Point of Beginning P.O.C.= Point of Commencement P.P. = Power Pole P.R.M.= Permanent Reference Monument PT = Point of Tangency R = Radius Res. = Residence RNG = Range R/R = Railroad PSM = Professional Surveyor Mapper R)W = Right -of -Way SWK = Sidewalk Sec. = Section TR = Tract (TYp) = Typical T = Tangent TVVP = Township U.E. = Utility Easement W.F. = Wood Fence W.M. = Water Meter REVISIONS: FLOOD ZONE X COMM. No. 120652 PANEL No. 0093 SUFFIX. J F.I.R.M.DATE 03/02/94 F.I.R.M.INDEX 07/17/95 BASE ELEV. + N/A N.G.V.D. ELEVATION NOTE: (IF APPLICABLE) L.F.EIev.= 11.33 (lowest habitable floor elevation). Elevation shown hereon refer to N.G.V.D. 1929. Lowest adjacent grade elevation= 9.1 BM. N-603R Elev.= 8.11 Garage Elev.= 9.15 Erp.= N/A . Not valid unless it bears the signature and the original raised seal of Florida licensed Surveyor and Mapper. BOUNDARY SURVEY. I HEREBY CERTIFY: that this survey meets the minimum technical standards as set forth by the FLORIDA BOA 1 e -t° SSI • o. L SURVEYORS AND MAPPER in ch• 61G17 / lorida Administrative Code, pursuan Section • ..027 Florida Statutes. RIFF. SVIVES 07/25/06 PR o ESSISNA SURVEYOR AND MAPPER No. 4327. State of Florida. Alvarez, Aiguesvives and Associates, Inc. Surveyors, Mappers and Land Planners 8230 Coral Way, Suite B, Miami, FL 33155 Phone 305.220.2424 Fax 305.552.8181 L.B. No. 6867 / E -mail: aaasurvey @aol.com Field Date 07/20/06 Scale: 1 " =20' Drawn by: C.A. Drwg. No. 06 -10563