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1224 NE 96 St (12)THERE WILL BE ONLY ONE SHUTTER UP THIS IS FOR THE WINDOW PERMIT TAHT HAS A CITZENS INSURANCE BINDER ASK MV FOR THIS Passed Inspector Comments 3 i4as ; n ccA-e 20 - - 70 mod/ ( ��nn - Gc J.ru L7� u� �D - Gv..Q -e-2 ();∎4 A . 444 tact ' C Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'Inspection Number: INSP -1836 Inspection Date: 12/09/2005 Inspector: Grande, Claudio Owner: TONDEUR, LINDA Job Address: 1224 96 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: LOWES COMPANIES INC Building Department Comments Wednesday, December 14, 2005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone* (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS -12-05 -1172 Permit Type: Windows /Shutters Inspection Type: Final Shutters Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060143931 Lot: Phone: 407/370 -2872 Page 1 of 2 Inspection Number Inspection Date: 04/07/2006 Inspector: Grande, Claudio Owner: TONDEUR, LINDA Job Address: 1224 96 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: LOWES COMPANIES INC Building Department Comments Thursday, April 6, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Parcel Number 1132060143931 Lot: Phone: 407/370 -2872 Page 1 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number Inspection Date: 04/07/2006 Inspector: Grande, Claudio Owner: TONDEUR, LINDA Job Address: 1224 96 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: LOWES COMPANIES INC Building Department Comments Thursday, April 6, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Parcel Number 1132060143931 Lot: Phone: 407/370 -2872 Page 1 of 2 WS -12 -05 -1172 Project: <NONE> Owner: LINDA TONDEUR Phone: Job Address: 1224 96 Street NE Parcel: 1132060143931 Miami Shores Village, FL 33138- Block: Lot: Scheduled Insp # Thursday, April 6, 2006 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Type Inspection Status DENIED Windows /Shutters Inspector Date Completed Claudio Grande 311312006 0311312006 INSP -1837 Final PRODUCT APPROVAL REQUIRES FASTENER ON SIDE OF FRAMES NOT BOTTOM OF FRAME. 0410712006 INSP -14254 Final Pending Inspection Claudio Grande Not Complete Page 1 of 1 PLEASE MAKE INSPEC BETWEEN 10 -12 SHE HAS TO GO TO WORK. THANK YOU. Passed Inspector Comments A/ 1 `, / a 1 "..42_. . S-c1�2 `Lt,o-1 6)- 4 L Failed Correction Needed i Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until .4 1 Inspection Numbe Inspection Date: 03/13/2006 Inspector: Grande, Claudio Owner: TONDEUR, LINDA Job Address: 1224 96 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: LOWES COMPANIES INC Building Department Comments Friday, March 10, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060143931 Lot: Phone: 407/370 -2872 Page 1 of 2 Miami Shores Building Department Chart Product Approval Address: 1 Opening Design as i N.F. q 6 Rough Opening S - Permit Shutter Required 1 No. a P 0s- Mullion Required Yes / No 1 1 S59 Impact Yes / No Product Approval Schedule Description of Window / Comparison Product Acceptance Opening ID or Door or Number Design Pressure Pressure Size Yes / No ( +) PSF ( -) PSF ( +) I'SF ( -) PSF 106 " ..e5o" ' tbr1 Tt ;,., Yf.s Asc J 1,., ,hdow oo - laal. or 53.3 73.7 4P1.9 59.1 J th.uII1aIV 01- lao i. 01 10.0 -1o.o a • '' Yts /4 a; 1,.,; A,Adw oo- tal l.° S 513 1o6.3 `IS7 6o.7 /l1''r 63` I, Yu Au, Q t , 1, 1, ,, t/ U 1, I, b 1. 11 3, -1 , 0101It cJl- 1.4.0‘1.0Q co- J.1 .oS lo.,o)o.0 533 loY. 46.S' 6a1 ,, .7 i "x3 13 YLs Ir y 3 l,Jlx,L.,oW 3 l,� )udaw I, ,, I, 1, 1, 1, Ex:s '„vq Yf-s No 3 N./l1161., 0 )- 1 ao4.oZ •70,0 10.0 I, '' t' `! 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Interior Elevations Roar E.1 tZ API Room: ■1•Itai■•Iraa■ ••••••■•1••111■■ •1111 ■••1111 Ili11 222211 BE• sslEiNSIME>iEillEaJENLa1I?ElEEE SEIEiHEIMEi ■• 1mua■■aama■■aa ■m■•■ ■a•a■•■■ ■a ■■ aiEl !••■saa ■a/a••■all■■illii■ ■•■ ■u •a ■uaaa11r11•m•l•ll• •■a•• ■•n11■ ■!•11 •••a ■sa11s•aaJ■ ■■ ■ ■■•n ■a•a•a■ 1.11•••■ 1. 1111E % • \Q � %i�1,al11•a•11l��i• 11.1■ ■aa ■ ■a ■•■sines ■■nna ■■1•aa••!■aa ■ ■■n•11E1•• ■a•n•a• ■ ■•an ■••all!•• ■11! ■a•• •• ■••s■■ a■■■ 1111■• •!E■:•1•■■■ 1.22! ■1115•••lw••■E••••a i � ai•asi!•a• 11• •If•s■ sp•sm! ■■EiEis' ■!111! ■•l•■a ••a •s■ s•■ ■• ■••1■ ■••e•••■••s■a ■•ommi•a ■a■ ■ammitae■a■■s■■■ea■1■!es■■ aimmu ■i■ s1■■••■ •1 ■1 ■•maaaua■■■ ■ ■aimm• u INFORMATION REQUIRED: floor to Sift Top of Window to Ceiling Window /Door Sizes AMMED MOM' SERVICE , D - r 35 ►1s 94.2263 Mill Work Representative Customer Nome: & ? LL a E1 Address: 122 'OP 96 City: //,Ax; S Are" ifc s C hip: 3 3Ir Completed &y: Aro d'Y4y4 Phone Number. G) P .............. R :>::5»`::..'::;: No- ,.: ....:.: - > : "' ;;::�;:: pxiSiSi: ?:�;:;>::; z ld x s tig ..:..::..::..,...:...; ...,.; . Co X Cent t] .. . .>::•;::>;: • o: :;»s::.;:0:;:1:vay;•ra>::>: � �.>.;:.r•>:::: •:: � ; .;.,y..::.;::::.::::: �:. �; .:.:::::.............. - .::y,. Z ... � ;;;::. ....:. TGY 4*ii . :....::::::::::: •:::::...:.:. P.re ufi nt......, ::.. :.: ...::.:;...:.:..:..::..:..:::::::::: ::::::;::.:.:.:::::;>::::::.:.> - ^: � "�Fi _r' t5 �:;:>;::< ... :#140.#0''' :.:..:. Ca su , a ee.. .: :..Hu ther..:.Fa 1 * THIS STATEMENT OF COVERAGE A RETURN PREMIUM ( 483- PREMIUM * _...., 375,000 81,000 The premium for th-.8 — item - is ONE STORY MASONRY 1 UNIT 1224 NE 96TH ST MIAMI, One story, masonry, hip roof, Att -B, roof wall connection: Built Verified: No If the above characteristics GIVES THE STATUS OF YOUR OF $ 564- RESULTED FROM POLICY AFTER THE RECENT CHANGE(S). THIS CHANGE(S) T -23 2,085 (1.000 P) -ic -s listed -- below: Equivalent, Roof Deck Class A shutters and Year your dwelling, contact your agent. P - I + 81- SURCHARGE) 7,500/500 - based on the housing characterise DWELLING LOC: DADE FL 33138 -2554 roof covering: Non -FBC Single Wraps, do not accurately describe TOTAL AMOUNT OF COVERAGE ACTUAL PREMIUM PREMIUM SURCHARGES TOTAL PREMIUM $ 456,000 $ 2,085.00 Tax - Exempt Sur 36.00 Florida Hurricane Cat Fund $ .00 Reins /Cat Financing $ 313.00 $ 2,434.00 Subject to Form No(s) • ' • • • coo • • • * CIT -W04 21 CIT DW2 07 04 • •_ _ _ • _•• • Mortgagee /Loss Payee: Imo • • • goo • • • • • COUNTRYWIDE HOME LOANS, INC ISAOA ATIMA P.O. BOX 10212 • ••• ••• • • • • • • • • • • VAN NUYS, CA 91410-0212 • • • • • • • • • •. • • • • • • • • • LOAN #22090964 -- • - •_• • • • • • • .. • 4 INSURED NAME AND ADDRESS TONDEUR, LINDA 1224 NE 96TH ST MIAMI, FL 33138 POLICY TERM Agent: A PART THEREOF, COMPLETE F BELOW NUMBERED CITIZENS PROPERTY INSURA CE CORPORATION POLICY. CITIZENS PROPE INSURANCE CORPORATION, WI -) ONLY POLICY 6676 Corporate Center Parkway, Jacksonville, Florida 32216 -0973 7/31/2005 TO INCEPTION DATE 7/31/2006 EXPIRATION DATE ' ? ITIZENS CHANGE NO. 1 THIS IS AN AMENDED AON PRIVATE RISK M(MT INS 6650 9000 REGENCY SQUARE BLVD JACKSONVILLE, FL 32211 (904) 724 -2001 CIT -W03 07 04 66505 Team 2 THIS CHANGE IS EFFECTIVE 7/31/2005 AT 12:01 A.M. (EST) CITIZENS POLICY NO. 1236735 THIS IS YOUR POLICY DECLARATION PAGE Payor: POLICY DECLARATION - INSURED COPY INSURED DWELLING • 000 • • • • 00* • • • • • • • • • . • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• Date: 8 /05, • • ••• • • • PAGE KS 37964 11; f tC01 X 0 FLORIDA WINDSTOF M LOSS REDUCTION CREDITS — INSPECTION FORM Dear Policyholder: Meritplan Insurance Company has introduced the Windstorm Loss Reduction Credit. This credit is based on construction standards set forth by the Florida Building Code (FBC) as well as other wind loss mitigation features that may be included on your home. The credit you may qualify for will vary depending on your property's location, year constructed, and other wind loss mitigation features. To qualify for the discount, you must submit proof that your home is constructed with wind loss mitigation features. Acceptable proof that you may provide are: 1) Photos of a "hip" roof (please read Section 1.3 on page 2) 2) Certificate of installation for "opening protection" (please read Section 11.3. on page 2) To receive additional credits, you must have your property inspected by a licensed contractor, engineer, or building code official. The cost of the inspection may exceed the amount of the credit. You are responsible for any expense associated with obtaining proof that your home is constructed th these features. To assist you in obtaining proof, we have contracted with Applied Research Associates, Inc. (ARA), a research and engineering company. If you wish to obtain an inspection using ARA (at your please contact them at (888) 936 - 4272 or www.ara.com. The section below is used to verify wind loss mitigation features on your property. All three sections must be completed and signed by a licensed contractor, engineer, or building code official to assess eligibility for the windstorm loss reduction credit. INSURED L TOncIeUr : \GENT PROPERTY ADDRESS malt t e '"t V 6 T Address SECTION I - ROOF i Qm� Chore City FL 331-sr Zip Code 1.) ROOF DECK ATTACHMENT (please select -one of the following) A. Plywood/OSB nailed with 6 penny common nails at 6" spacing on the edge and 12" in the field on 24" truss spacing. B. Plywood /OSB nailed with 8 penny common nails at 6" spacing on the edge and 12" in the field on 24" truss spacing. C. Plywood /OSB nailed with 8 penny common nails at 6" spacing on the edge and 6" in the filed and 24" truss spacing. Within 4' of gable end the nail spacing is 4 ". O D Dimensional lumber with tongue and groove decks; 8 penny of greadsr Aai witq two ormore nails per board. • E. Reinforced Concrete — Concrete roof deck, designed and constructed in atcord'artelvith the Nvisions of American Concrete Institute (ACI) 318, including integral constructon wlth•a rriason?y wall tyg4lym. 2.) OOF COVER (please select one of the following) ••• • • • (A� Non -FBC Equivalent — Any roof cover not certified to FBC 2001:0k:1 194 Sri Stidards • FBC Equivalent — A roof cover certified to FBC 2001 or to 1994 SEBC $tandafds :: • : • ; • ••• • • • • .•. • • • • •.. • • • • • • • • • • • • • .•. • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •.• • • WLRC-1 1 103 Page 1 of 2 3.) ROOF SHAPE (please ... ect one of the following) Hip — Roofs with sloping ends and sloping sides down to the roof eaves line; no gable end that exceeds 50% of a major wall length. B. Other — Any roof shape other than hip. 4.) ROOF TO WALL CONNECTION (please select one of the following) A. Toe Nails — Approximately three nails driven at an oblique angle through the rafter and into the top wall plate or wall stud. B. Clips — Metal brackets or diamond connectors nailed to the rafter and top plate or wall stud O Single Wraps — Metal strap attached to top wall plate that wraps around rafter and top plate or wall stud D. Metal strap wrapped around the rafter with both ends attached to the tops wall plate. 5.) SECONDARY WATER RESISTANCE (SWR) NO t/ No approved secondary water resistance; standard underlayment or hot mopped felt are not considered SWR YES Self- adhering modified bitumen tape or foamed polyurethane structural adhesive installed over all roof deck joints to prevent water entry into the residence after the roof covering itself fails SECTION II - WIND SPEED 1.) 4.) 1.) \1,12C -1 1 103 FBC 2001 WIND SPEED ZONE (please :;elect one of the following) A. 100 MPH — Residence is located within 100 mph wind speed contour, per Florida Building Code Section 1606.1.5, Figure 1606 . B. 110 MPH — Residence is located within 110 mph wind speed contour, per Florida Building Code Section 1606.1.5, Figure 1606 © 120 MPH or Greater — Residence is located within 120 mph wind speed contour, per Florida Building Code Section 1606.1.5, Figure 1606 2.) FBC 2001 WIND SPEED DESIGN (please select one of the following) A. Resistance is built to the minimum FBC design specs for the 1 mph contour B. Resistance is built to the minimum FBC design specs for the 110 mph contour 0 Resistance is built to the minimum FBC design specs for the 120 mph contour 3.) OPENING PROTECTION (please select one of the following) A. None - No impact resistance protection for glazed openings B. Basic — All glazed openings in windows, doors, and skylights are protected to the 4.5 lb missile in A:,TM E 1996. For FBC 2001 Construction, this category is labeled as opening protection C. Hurricane — All glazed openings protected to Miami -Dade PA 201, 202, and 203; SSTD 12; or ASTM E 1986 and E 1996 (Missile C). For FBC 2001, this category is labeled as opening protection B. SECTION III - LOCATION RNAL PRESSURE DESIGN (please select one of the following) Enclosed — All openings of the structure are closed Partially Enclosed - One or more areas of the structure are open to allow wind to enter and pressurize the interior o OGRAPHICAL TERRAIN EXPOSURE (please select one of the following) A. High Velocity Hurricane Zone for Miami -Dade and Broward counties. This area is Terrain C for Non -FBC 2001 Construction B. Areas not included in A. or C. C. Barrier islands and areas within 1500 feet of the mean coastal water line 2.) WIND BORNE DEBRIS REGION (WBDR) Is the residence located in the WBDR, per the Florida Building Code, Section 1606.1.5, Figure 1606? •• ••• • • • • • •• YES NO • • • • • • • • on -Ile . • • . • • Name Si ature • • : : Date • • • • • • • • • • • • • • t n o r • Title Company Phone Number H e Creec This form is to be completed and signed by a licensed contractor, By signing above. I attest that the above information is accurate. ••• • • • • ••• • • engineer, or building code offical. •• • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F' gc2of2 May.23. 2005 . 4:03PM Name Address Permit # NOT State of Florida, County of A The undersigned hereby gives notice that improvement 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, Property Legal Description 'p Lot / ❑ Unit i Sit t. Block 1 ❑ Bldg � f Subdivision/Condominiunt ( ) Lengthy Legal, please see description attached hereto. 2. General Description of Improvement: 3. Property Owner Name: Mailing Address: and Interest in property: Name/mailing address of fee simple title holder if other than owner; 4. Contractor Name: Address: Phone Number; 5. If Surety Bond, Name: and address of Surety: and, amount of Bond: Phone Number. 6. Lender name: Address: Phone number: 9. • E7t iration date q('this Notice: Owner gnature: Printed Name: t ,} (4 1)/1 Tm N 6 e t 7 is Rev 07/04 P ( t „,-4A 6y 4 J r 'S 1 7.0 q-ic-• 7 v .fhr+ a lr 3';rs Ae.A. Li Ado1.Ls s ��ntil n.A,f . • NIAInalk e COPY A DE. 0 a l'i iv 5. • Lu i, t'\ 1-\ t.)ANE 3) N. LAn,.?v �►S�i Gd\I -11dc. Fax S1.ctf Et LORD • :YCERT 1 y ;,. I ����yJ.1 ,tit r:, . I� , � _ m ;t snd Cificia� ����►� "Jits �� 4.~,.f � (o •ti: , : h3n t°' xis acceptable ) Copy of bond must be attached to this Notice at time of recording Fax #: (optional, if .service by fax is acceptable) Fax #: (optional, if service by fax is acceptable) Persons within the State of Florida (names and addresses):designated•by property owner upon whom Notices or other . Documents may be served as provided by Section 713.13(1)(A)7.,Florida :Statutes: Name: Address: Phone Number: Fax #: (optional, if service by fax is acceptable) 8. In addition to himself, Owner designates the following person(s) to receive a copy. of Lienor's Notice as provided by Section 713,13(1)(B), Florida Statutes: Name: Address: Phone N Fax #: (optional, if service by fax is acceptable) r (Expires one year from date recorded unless a different date is specified) Owner Signature: Printed Name: _ .. . .. • • • • • • • The foregoing instrument was acknowledged before me this a:8 day of u • ;2001 by ; ,., :A 0 n c)i v c (Name of Person Acknowledging) who is personally kno ti:•: or who has produced C 1.. D . L . (type of TD) as identification and who a" Notary Public Signature: - My Conunission Expires; CFN 2OO!R1143945 OR Bk 23929 Ps 4879; (1ps) RECORDED 11/04/2005 11:14 :34 HARVEY RUVIH, CLERK OF COURT MIAMI —DADE COUNTY r FLORID LAST PAGE 1111111111111111111111811 1111111111111111111 • • •• • •• • • • • • • • •• • • • • • ••• • • • • • • • • • • •• • • • • •'• • • • • • • • • • • •• • • • • •• • •• ••• • • • • ••• • • AREA (SF) q = qz GCp qi = qh Gcpi P 10 - zone. 5 39.43 1.00 39.43 -0.18 46.52 Pos 46.52 39.43 -1.40 39.43 0.18 -62.29 Neg 15 - zone 5 39.43 0.98 39.43 -0.18 45.73 Pos 39.43 39.43 -1.36 39.43 0.18 -60.72 Neg 20 - zone 5 39.43 0.96 39.43 - 0.18 44.95 Pos 39.43 39.43 -1.32 39.43 0.18 -59.14 Neg 25 - zone 5 39.43 0.94 39.43 -0.18 44.16 Pos Neg 39.43 -1.28 39.43 0.18 -57.56 Neg 30 - zone 5 39.43 0.92 39.43 -0.18 43.37 Pos 0.18 39.43 -1.24 39.43 0.18 -55.99 Neg 35 - zone 5 39.43 0.90 39.43 -0.18 42.58 Pos -1.02 39.43 -1.20 39.43 0.18 -54.41 Neg 40 - zone 5 39.43 0.88 39.43 -0.18 41.79 Pos 39.43 -1.16 39.43 0.18 -52.83 Neg 45 - zone 5 39.43 0.86 39.43 -0.18 41.00 Pos 41.79 39.43 -1.12 39.43 0.18 -51.25 Neg AREA (SF) q = qz GCp qi = qh Gcpi P 10 - zone 4 39:43 1.00 39.43 -0.18 46.52 Pos 39.43 -1.10 39.43 0.18 -50.47 Neg 15 - zone 4 39.43 0.98 39.43 -0.18 45.73 Pos 39.43 -1.08 39.43 0.18 -49.68 Neg 20 - zone 4 39.43 0.96 39.43 - 0.18 44.95 Pos 39.43 -1.06 39.43 0.18 . -48.89 Neg 25 - zone 4 39.43 0.94 39.43 - 0.18 44.16 Pos 39.43 -1.04 39.43 0.18 -48.10 Neg 30 - zone 4 39.43 0.92 39.43 -0.18 43.37 Pos 39.43 -1.02 39:43 0.18 -47.31 Neg 35 - zone 4 39.43 0.90 39.43 -0.18 42.58 Pos 39.43 -1.00 39.43 0.18 -46.52 Neg 40 - zone 4 39.43 0.88 39.43 -0.18 41.79 Pos 39.43 -0.98 39.43 0.18 -45.73 Neg 45 - zone 4 39.43 0.86 39.43 -0.18 41.00 Pos 39.43 -0.96 39.43 0.18 -44.95 Neg COMPONENTS AND CLADDING WINDLOAD PER 2001 FBC, roof <= 60 feet Customer: Residence : Linda Tendeor Location : 1224 NE 96th Street Municipality: Miami Shores, FL 33138 Date: 11/02/05 Specific Data Exposure Classification = Hz = Wind Velocity = I - Importance Factor = Category I Kz - Element Height Exposure Coeffici Kh - Building Height Exposure Coefficii Kd - Directionality Factor Velocity Pressure Calculation qz= .00256xKzxKdx(IxV) ^2 qh = .00256 x Kh x Kd x (I x V)^2 p = q (GCp) - qi (GCPi) C 12.00 feet 146.00 mph 1.00 0.85 , Table 6-5 0.85 , Table 6 -5 0.85 , Table 6-6 39.43 psf for element 39.43 psf for building Calculations for Components and Cladding Gcpi - Intemal Press. Coeff. = 0.18 +/- , Table 6-7 Gcp - Interpolate from Figure 6-5A for Specific Area Assume Building Fully Enclosed - All exterior openings are shuttered or impact • • • • • •• • • • .• • • •• • • • • • • • 0 4111 • • • • • •• •• • •• ••• • • • • • • • • • • • • • •• 04141 • • • • • • • • •• ••• • • •• COMPONENTS AND CLADDING WINDLOAD PER 2001 FBC, roof <= 60 feet Customer: Residence : Linda Tendeor Location : 1224 NE 96th Street Municipality: Miami Shores, FL 33138 Date: 11/02/05 Specific Data Exposure Classification = C Hz = 12.00 feet Wind Velocity = 146.00 mph I - Importance Factor = Category I 1.00 Kz - Element Height Exposure Coeffici 0.85 , Table 6-5 Kh - Building Height Exposure Coefficii 0.85 , Table 6 -5 Kd - Directionality Factor 0.85 , Table 6 -6 Velocity Pressure Calculation qz = .00256 x Kz x Kd x (I x V) ^2 39.43 psf for element qh = .00256 x Kh x Kd x (I x V) "2 39.43 psf for building Calculations for Components and Cladding Gcpi - Internal Press. Coeff. = 0.18 +/- , Table 6-7 Gcp - Interpolate from Figure 6-5A for Specific Area p = q (GCp) - qi (GCPi) ": ilonrwi. dmelaer, P.E. •: f Fg r5f f03%Ep#9011 Dgnafiic Erlgifeering Solutions, Inc. 935 N.W. 31 Ave., Suite- D Pgmptro Berhr 33069 000 • • • • • • • • • • • • • ••• • • • • • • • 1,0 • • • • 100 • • • • • • 4 • • • ••• •• •• Assume Building Fully Enclosed - All exterior openings are shuttered or impact 3otimileCtin;:laet' P.E. • • FT..-:Pk 45$713 ,t6#9011 • • • Dynannic Engineering Solutions, Inc. 935 N.W. 31 Ave., Suite D • • • • • • Pompar o Beach,. FL 33069 • • • • • • • ,--� • • • • • • • • .. .. ••• • • •••• • • • • • • • • • • • • • • • • • •• •• >' >4/0 //, II/ /I 1 37 x 37 a () 37 K 3 • • • .. .. • • •••• • • • , • 46. �� -��'•. .. •••• ••, ••• 1111 ••• • • • • •••• •••• • • • ••■ ••• •..... • • ..111 # Description 4 5 • SGD 2500 Shutters • • 1 PGT SH -4000 .05 Al Storm PnI 2 PGT HR -201 .05 Al Storm PnI 3 Heavy Mullion .05 Al Storm PnI all shutters 03- 0123.08 98- 1110.03 02- 0729.05 . 37 K (n3 7 )74, eNti-C7.0') 3z x3 (t.s > /- 6) /y) S3 xs� (Li . '7 3/- •T11Specif1cation does not certify product approvals or any approved systems. It is to be used to Indicate : desitn pressures only. See spec flc product approval for product certification and installation information. Product Table NOTES: Window # Acceptance Design wind load 146 m.p.h. gust, exposure C. Designed in conformance with 2001 FBC. 01- 0516.1 Products anchored and shimed per Product Approvals. 98- 1110.03 All fasteners to be coated (tapcons) or stainless steel. 02- 0313.1 Contractor to verify dimensions and suitability. 98- 1110.03 Does not certify existing structural envelope. 01- 0323.02 Exterior and interior finish to match existing. Assumed Fully Enclosed Structure Mean Roof Height = 20 feet End Zone 5 Width = 4 feet Linda Tendeor 1224 NE 96th Street Miami Shores, FL 33138 Dynamic Engineering Solutions, Inc. EB 9011, PE 52733 935 N.W. 31 Ave., Suite D Pompano Beach, FL 33069 John H. Omsfaei•; P'E-- May.23. 2005 . 4:03PM Name Address Permit # NOT CE OF State of Florida, County of C The undersigned hereby gives notice that improvement 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. Property Legal Description 'O Lot / ❑ Unit 15/1 1 . LI Block / 0 Bldg % y SubdivisioalCondonunium () Lengthy Legal, please see description attached hereto. 2. General Description of Improvement' 3. Property Owner Name: Mailing. Address: and Interest in property: Name/mailing address of fee simple title holder if other than owner: 4. Contractor Name: Address: Phone Number: 5. If Surety Bond, Name: and address of Surety: and, amount of Bond: $ Phone Number. 6. Lender name: Address: Phone number: Lu IN1% %.) AA lo N N. L p v °15, ,a. •1- I I c) o Fax Persons within the State of Florida (names and addresses): designated by property owner upon whom Notices or other Documents may be served as provided by Section 713.13(1)(A)7., Florida :Statutes Name: Address: Phone Number: 8. In addition to himself, Owner designates the following person(s) to receive a of Lienor's Notice as provided by Section 713.13(1)(B), Florida Statutes: Name: Address: Phone N • - r: Fax #: (optional, if service by fax is acceptable) 9. E •nation date •. this Notice: (Expires one year from date recorded. unless a different date is specified) , •a,:. SI!/T' ! .. O Owner Signature: / Punted Name: ,l (y n i9 - rc) M 6 ru (' J'2 Printed Name: 41 41 . • • • • • • • • • • • • • •• • • • • ••• „�, The foregoing instrument was acknowledged before me this a.$ day of Q 100: 4141 4141 by L: ...,LX ti - t 0 n c\ +Nv' (Name of Person Ackilowled ' gutg) who is personally kno or who has produced C L. f. L, . (type of ID) as identification and who diail Notary Public Signature: -- - n • My Commission Expires: Rev 02/04 c 104. -cd y ( n Jw 41)5 ,■im 1 1 7 . f S � .{ ) ) � li A �,v i lv�lo Ld_i s CFN 2OO5R 1 1 4394 -5 OR Bt: 23929 Ps 4879; (1.as; RECORDED 11/04/2005 11 :14 :34 HARVEY RUVIHv CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE m hand and Official 4. • 5 ,, OR!D y CERT ii e cOpY AD 0 t r_ CzJrts 1 �'a T ? . ; - s I. 4. .Sk . PIN.) S ( tip + fit'': ax is acceptable ), Copy of bond must be attached to this Notice at time of recording Fax #: (optional, if: service by fax is acceptable) Fax ##: (optional, if service by fax is acceptable) Fax #: (optional, if service by fax is acceptable) • • • 4100 • • 41•• • • • • • 41 00 • • • • • ' • • • • • • • • • •• •• • • • •• •• ••• • • • •0• • • 1111111111111111111111111111111111111111111 • • •• •0• •00 • • • • • • • AREA (SF) q = qz GCp qi = qh Gcpi P 10 - zone. 5 39.43 1.00 39.43 -0.18 46.52 Pos 39.43 -1.40 39.43 0.18 -62.29 Neg 15 - zone 5 39.43 0.98 39.43 -0.18 45.73 Pos 39.43 -1.36 39.43 0.18 -60.72 Neg 20 - zone 5 39.43 0.96 39.43 - 0.18 44.95 Pos 39.43 -1.32 39.43 0.18 -59.14 Neg 25 - zone 5 39.43 0.94 39.43 -0.18 44.16 Pos 39.43 -1.28 39.43 0.18 -57.56 Neg 30 - zone 5 39.43 0.92 39.43 -0.18 43.37 Pos 39.43 -1.24 39.43 0.18 -55.99 Neg 35 - zone 5 39.43 0.90 39.43 -0.18 42.58 Pos 39.43 -1.20 39.43 0.18 -54.41 Neg 40 - zone 5 39.43 0.88 39.43 -0.18 41.79 Pos 39.43 -1.16 39.43 0.18 - 52.83 Neg 45 - zone 5 39.43 0.86 39.43 -0.18 41.00 Pos 39.43 -1.12 39.43 0.18 -51.25 Neg • - COMPONENTS AND CLADDING WINDLOAD PER 2001 FBC, roof <= 60 feet Customer: Residence : Location : Municipality: Date: Linda Tendeor 1224 NE 96th Street Miami Shores, FL 33138 11/02/05 Specific Data Exposure Classification = Hz = Wind Velocity = I - Importance Factor = Category I Kz - Element Height Exposure Coeffici Kh - Building Height Exposure Coeffici' Kd - Directionality Factor Velocity Pressure Calculation qz = .00256 x Kz x Kd x (I x V)A2 qh = .00256 x Kh x Kd x (I x V)A2 C 12.00 feet 146.00 mph 1.00 0.85 , Table 6-5 0.85 , Table 6 -5 0.85 , Table 6 -6 Calculations for Components and Cladding Gcpi - Internal Press. Coeff. = 0.18 +/- , Table 6-7 Gcp - Interpolate from Figure 6-5A for Specific Area Assume Building Fully Enclosed - All exterior openings are shuttered or impact p = q (GCp) - qi (GCPi) • : 3o6n.H.CLni:Iae1' P.E. • • i FLiF f 45$733156#9011 • • • • • Dynamic Engineering Solutions, Inc. 935 N.W. 31 Ave., Suite D Pompano Beaahpp. 33069 • • •••• • •• •••• •• • • • • 39.43 psf for element 39.43 psf for building •• • • • • • • • • • • • •• •• ••• • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • •• • • • •• • •• ••• • • • ••• • • 1( AREA (SF) q = qz GCp qi = qh Gcpi P 10 - zone 4 39:43 1.00 39.43 -0.18 46.52 Pos 39.43 -1.10 39.43 0.18 -50.47 Neg 15 - zone 4 39.43 0.98 39.43 -0.18 45.73 Pos 39.43 -1.08 39.43 0.18 -49.68 Neg 20 - zone 4 39.43 0.96 39.43 - 0.18 44.95 Pos 39.43 -1.06 39.43 0.18 -48.89 Neg 25 - zone 4 39.43 0.94 39.43 - 0.18 44.16 Pos 39.43 -1.04 39.43 0.18 -48.10 Neg 30 - zone 4 39.43 0.92 39.43 -0.18 43.37 Pos 39.43 -1.02 39A3 0.18 -47.31 Neg 35 - zone 4 39.43 0.90 39.43 -0.18 42.58 Pos 39.43 -1.00 39.43 0.18 -46.52 Neg 40 - zone 4 39.43 0.88 39.43 -0.18 41.79 Pos 39.43 -0.98 39.43 0.18 -45.73 Neg 45 - zone. 4 39.43 0.86 39.43 -0.18 41.00 Pos 39.43 -0.96 39.43 0.18 -44.95 Neg COMPONENTS AND CLADDING WINDLOAD PER 2001 FBC, roof <= 60 feet Customer. Residence : Linda Tendeor Location : 1224 NE 96th Street Municipality: Miami Shores, FL 33138 Date: 11/02/05 Specific Data Exposure Classification = Hz = Wind Velocity = I - Importance Factor = Category I Kz - Element Height Exposure Coeffici Kh - Building Height Exposure Coeffici Kd - Directionality Factor Velocity Pressure Calculation qz= .00256xKzxKdx(IxV) ^2 qh = .00256 x Kh x Kd x (I x V)^2 C 12.00 feet 146.00 mph 1.00 0.85 , Table.6 -5 0.85 , Table 6-5 0.85 , Table 6 -6 39.43 psf for element 39.43 psf for building Calculations for Components and Cladding Gcpi - Internal Press. Coeff. = 0.18 +/- , Table 6-7 Gcp - Interpolate from Figure 6-5A for Specific Area Assume Building Fully Enclosed - All exterior openings are shuttered or impact p = q (GCp) - qi (GCPi) • • •• • ••• • • • • � • aloinN, dm6laer P.E. • . • ; f 4 Pi 11.5g437E�#9011 "' Mnafiic Ertifeering Solutions, Inc. 935 N.W. 31 Ave., Suite D PQrrJpevio Bepehr 33069 • • •• •• ••• • •• • • • • • • • • • • • • • • • •• •• ••• • • • r ,..- • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • •• • • • ••• • • • • ••• • • • • • •• > iv, / f / a, /3. /c 1 MIA MI•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Yale Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah ,FL 33010 Your application for Notice of Acceptance (NOA) of: Series 9500 White PVC Single Hung Window 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. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 1227.05 EXPIRES: 07/12/2006 Raul Rodriguez Chief Product Control Division THIS IS '1 COVERSHEET, 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 Miami -Dade County, Florida under the conditions set forth above. APPROVED: 07/12/2001 \\ s0450001 \pc2000 \\ templates \notice acceptance cover page.dot • .. ... • • • . • • • • .. .•• •. • • • • •.• ... • • • • • • • • • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • •• ••• • • • ••• • • • • ••• • Internet mail dress: postmaster ®buildingcodeonliniconn e 05• (SC • • • • • • • • ••• • • MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana, RA. Director • • • ...Miami-Dade County Building Code Compliance Office ai�melaga: htt li: / /www.buildingcodeonline.com • • • ••• • • Yale Ogron Manufacturing Co., Inc, ACCEPTANCE No.: 00- 1227.05 APPROVED JUL 1 2 2001 EXPIRES JUL 1 2 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a white PVC single hung window, 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 pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 9500 White PVC Single Hung Window and its components shall be constructed in strict compliance with the following documents: Drawing No W00 -52, Sheets 1 through 3 of 3, titled "Series -9500 Vinyl Single Hung Window," prepared by Al- Farooq Corporation, dated 12/11/00, signed and sealed by Dr. 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. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The white PVC single hung 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 require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT 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 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. 6.1.3 Any other documents required ty tie $j jldin 4fiiciA or the South Florida Building Code (SFBC) in order to properly e'041uatC tteingtaf10::n ofxhis system. .• ••• •• • • • •• • • • .... • • .. • ..... • ... • ••• • ••• • aica ... • 2 . • • • ... • • • . • • • • • •..• •• • • • • • • • • • • .. • • .. •• • • • •• •• ••• • • • ••• • • 1 Pert2, P.E. Product Cori xaminer ontrol Division Yale Ogron Manufacturing Co., Inc END OF THIS ACCEP ANCE • • • • • •• ••• • .• 0•. 00 • • . • . • . • • • • ••• . ••• • ••• anue ACCEPTANCE No.: 00- 1227.05 APPROVED : JUL 1 2 2001 EXPIRES : JUL 1 2 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 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, 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 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 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 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 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. • • "' • • • • • p • . • .. • • • • ... • 9. This Notice of Acceptance consists of pages.1., trig last Da e'3. Produ 410. 00. 000 • 3 • 41 • • • • • . ..• • • • • • • 000 • • • • • • 0 • • 00 00 • • • 00 .. 000 • • • 4100 • • eraz, P. E., Product Contro• 41.41 of Division er Yale Ogron Manufacturing Co., Inc, ACCEPTANCE No.: 00- 1227.05 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For file only. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W00 -52, Sheets 1 through 3 of 3, titled "Series -9500 Vinyl Single Hung Window," prepared by Al- Farooq Corporation, dated 12/11/00, signed and sealed by Dr. Humayoun Farooq P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of one specimen of a vinyl single hung window using insulating glass consisting of one lite of 1/8" annealed glass and one lite of 3/16" annealed glass with air space in between, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2814, dated November 2, 2000, signed and sealed by Antonio Acevedo, P.E. 2. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of three specimens of a vinyl single hung window using 3/16" annealed glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2815, dated October 13, 2000, signed and sealed by Antonio Acevedo, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Al- Farooq Corporation, dated 12/15/00, signed and sealed by Dr. Humayoun Farooq P.E D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 99- 0113.05 issued to Milcron Industries, Inc. for "White PVC Extrusions" dated 02/18/99, a Qirrng op Q2 /1.8 /q. , • • • • • • • • • • .. ••• •• • • • •• • • • • • ♦ • • • • • • • • • • ': : • • • :Manuel: ••. • ••• • E•- •.. • • • • • • • • • .. 0 ••• • APPROVED : JUL 1 2 2001 EXPIRES JUL 1 2 2006 era, P.E., Product Contro Product trol Division •••••• • • • • • • ... • • • • • • • • • • • • •. .• • • ••• • . • er 1112L / PART 9 RECD. DESCRIPTION MATERIAL .11AN7./SUPPUER /REMARKS 1 YE -938 1 FRAME HEAD PVC IAIXRON 2 YE -538 1 FRAME SDl PVC 19KR0N 3 7E -938 2 FRAME )4118 PVC MD(RON 4 7E - 930 1 FIXED RTC. RAIL PVC /AKRON 5 YE -935 1 VENT TOP RAG. PVC 10(R0N 6 YE -937 1 VENT BOTTOM RID. PVC MIKRON 7 YE -938 2 VENT JAMB PVC 119(50N 8 YE -1101 1 FOXED RAIL. STIFFENER 6083 -75 - 9 YE -1102 1 VENT IHTEJD.00K STIFFENER 5083 -15 - 10 - 1 VENT INTERLOCK STIFFENER STFFI. 1/2' X 1/2' X 1/8 TH. 11 98X1 -3/4' 4 FOXED HAIL FASTENERS - PAN HEAD SMS 12 YE -960 1 CAM L0C( a KEEPER 0 MIDSPAN ZAMAK ALLEN STEVENS 13 7046 2/ VENT VENT BOTTOM LATCH PLASM AT 6' FROM EACH END 14 YE -6746 AS REDO. GLAZING BEAD 3/1e• GLASS PVC !AKRON 15 - AS MID. GLAZING COMPOUND SILICONE - 1S4 - AS REVD. GLAZING TAPE 1/B' X 1/2' P017068018 - 16 - AS REAM. FIN SEAL P91 WEATHERSTRIP - ULTRAFAB .190 X .187 17 - 2/ VENT BALANCES - 5/8' SPRING & PULLEY • • • i 9r• • • ••• • A SIL'CONE • ••• • y, •C•• a 0 ••• ••• •••• • • • •• • • 0 ED 7 � • 0 0 • • • • •f • TYPICAL ANCHORS SEE ELEV. ETA SPACING 197 OR 297 yam BUCK • • —(0 OPTIONAL TO BOTTOM LATCH n Y/4 MAX. � A S1DHS WOOD BUCKS NOT BY YALE, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS; SEE ELEV. FOR SPACING INTO 2RY WOOD BUCKS OR INTO WOOD STRUCTURE 1 #10 3 /8' S MIN. PEEN WOOD THRU 1RY BUCKS INTQ MASONRY OR OIRF(:T1Y INTO MASONRY 3/16' TAPCONS 1 -1/4' MIN. MASONRY EMBED WEEPHOLES; Wl - 5/8 X 3/16' DRAIN HOLES AT 3' FROM EACH END W2 - 1 -1/4 X 1/4' WEEP HOLE WITH PLASTIC BAFFLE AT 3' FROM EACH END 1BT OR 2BY WOOD BUCK 13Y OR 23Y WOOD BUCK WOOD BUCKS NOT BY YALE OGRON MUST SUSTAIN IMPOSED LOADS 0 0 r -maim • 0.L GPO. EXTERIOR D.L OPG WINDOW WIDTH En DR. HUM47806 FAR000 BTRUCTUR • RA PE Ii 16557 SIUOONE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' SHIM MAX. 4 5 " III I Eli I ■ mistamit SOUTH FI APPROVED AS COMPLYRVG OATH it¢ 'Xi I • PRO• • 'OL DM9 BUILD " RIDE COMPLIANCE OFRCE ACCEPTANCE NO. #( - / 227.0 S a drawing no W00 -52 (sheet 2of 3 ) • • • Yale Ogron Manufacturing Co., Inc, F. OTHERS 1. None. .. ... • • • • • .. • • • • • • .. ••• •. • • • •. • • • • . ••.. • . . • • ..• ... • • • • • • • • • • • . ••• • ••• Man ACCEPTANCE No.: 00- 1227.05 APPROVED JUL 1 2 2001 EXPIRES JUL 1 2 2006 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For file only. Not part ofNOA) E. STATEMENTS 1. Statement letter of no financial interest, dated December 8, 2000, signed and sealed by Dr. Humayoun Farooq P.E. 2. Statement letter of compliance letter for series 9500 vinyl single hung window, issued by Al- Farooq Corporation, dated 12/08/00, signed and sealed by Dr. Humayoun Farooq P.E. 3. Laboratory compliance letter for Test Report No. FTL -2814, issued by Fenestration Testing Laboratory, Inc., dated November 2, 2000, signed and sealed by Antonio Acevedo, P.E. 4. Laboratory compliance letter for Test Report No. FTL -2815, issued by Fenestration Testing Laboratory, Inc., dated November 2, 2000, signed and sealed by Antonio Acevedo, P.E. Product • • •.. • E -3 • • • •.. • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •. • • • •• .. ••• • • • • ••• • • • •• • / .1■• • el re2, P.E., Product Control Ex trol Division • • • • • ••c•• • • • Al) TAB cun,s WIDTH 26 -1 2' 37' 53-1/8 19 -1/8' 26 -1/2' C .> 53-1/8 TENDON DIMS. 72.9 121.4 121.4 105.8 7. 121.4 121.4 106.3 19 -1/6' 26 -1/2' 3r 51=g8 19-1/8' 28 -1/2' 19 -1 r' 19 -1 ' 26 -1/2' 37'' 53 - Y' 8 • HEIGHT 28' (3) 38 -3/8' (3) 50 -5/8' (4) or ( • 74 -1/4' • • • •• • • • ••• •••• • • • • • • • • • DESIGN LOAD CAPA - PSP MIAMI DADE COUNTY APPROVED IMPACT STANT SHUTTERS REQUIRED 3/18'- ANNEALED GLASS 9/ 8' -INSUL ANN. GLASS /10 SMS 3/16' TAPCONS /10 SMS EXT.( +) 1NT.( -) -) F D TT.( +) 1NT.( -) EXIT.( +) trib7il��� 63.3 53.3 121.4 53.3 121.4 53.3 53.3 75.1 53-3 53.3 107.8 53.3 53.3 121.4 53.3 53.3 10 53.3 .9 53.3 53.3 53.3 53.3 103.0 53.3 53.3 73.8 53. 53.3 103.5 53.3 r � 53.3 74.1 53.3 65.4 53.3 53.3 53.3 87.8 53.3 121.4 53.3 53.3 121,4 53.3 121.4 53.3 53.3 82.9 53.3 90.2 53.3 53.3 43.8 53.3 60.0 50.0 • • • •• NO. IN Pr R ENR-ILSlS INDICATE NO. • • • • • • • • •••• • • • • 3/16" ANN. GLASS EXT.( +) 53.3 53.3 GLA7ING OPT(QNS 1 NT.( -) 100.0 100.0 100.0 75.1 100.0 100.0 73.0 50.9 100.0 100.0 73.8 51.4 100.0 100.0 74.1 51.6 100.0 67.8 82.9 43.8 3/18' TAPCONS 53.3 53.3 53.3 53.3 53.3 53.3 53.3 OF ANCHORS PER JAMB. 53.3 53.3 53.3 53.3 53.3 53.3 53.3 53.3 50.0 1NT.( - ) 100.0 100.0 100.0 100.0 100.0 100.0 100.0 72.9 100.0 100.0 100.0 53.3 51.4 53.3 121.4 53.3 53.3 62.8 100.0 100.0 95.7 54.5 533 53.3 100.0 100.0 79.7 50.0 DSB -ANN. CUSS .302' NR SPACE 3/16' ANN. 01ASS 9/16" INSUL. ANN. GLASS NOTF$; L THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1904 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -68 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CENTER ANCHOR READ. FOR WINDOWS OVER 37' WIDE ONLY 1 3 1/2' MAX. o _ 53 1/8' MAX WINDOW WIDTH 48 1/2' MAX. D.L OPO. I I // 1 - 1 Ii 011 iI 49 1/8' MAX. VENT WIDTH 45 11/18' MAX D.L OPC. TYPIOAI ELEVATION 1 n O FALSE MUNTTNS (SURFACE APPUED) MAY 9E USED N APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING C00E HI irr_m. JfiJ-- DIVISION BUILDING MOE CO ACCEPTANCE NO O 2Z 0 7, OS CO drawing no. W00 -52 sheet 1 of 3 • • • • J• FRAME HEAD /SIU./JAMB -1230— VENT TOP RAIL •• •• •• • • • •••1.682 • 1.040 VENT BOTTOM RAIL 1323 -1 VENT SIDE RAIL •••• .073 •• 748 1.682 VENT TOP RAIL STIFFENERS FIXED RAIL STIFFENER GLAZING BEAD SCALE 1:1 FALSE MUNTIN 81.220 VFNT CORNERS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE drawing no. W00 -52 sheet 3 of 3 M I A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Yale Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah ,FL 33010 ' Your application for Notice of Acceptance (NOA) of: Aluminum Tube Mullion 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. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 1204.02 EXPIRES: 12/28/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, 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 Miami -Dade County, Florida under the conditions set forth above. APPROVED: 01/03/2002 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADI FLAGLER 'WILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375-2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana. R.A. Director ••• ••• • • • • • • !VI iam -Dade County '• • ' • Building Code Compliance Office • •• ••• •• • • • •• • • • ••• ••• • • • • • • • • • : • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• •• ••• • ••• • • • \\ s045000I \pc2000 \ \templates\notice acceptance cover page.dot • • • • • • cite t ma' dress: postmaster @buildingeodeonline:coni ) •wm i I> tt • .epagtR / /www.buildingcodeonline.com • • • • ••• • • • • • • • • Yale Ogron Manufacturing Co., Inc. ACCEPTANCE No.: 01- 1204.02 APPROVED: January 3, 2002 EXPIRES: December 28, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews Notice of Acceptance (NOA) No. 98- 0923.02, which was issued on December 10, 1998. It renews the approval of a structural mullion system, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 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 2.1 The Unclipped Aluminum Tube Mullion System and its components shall be constructed in strict compliance with the following document: Drawing No M95 -06A, Sheets 1 through 1 of 1, titled "Mullions Details," prepared by Al Farooq Corporation, dated 11/20/95 and revised on 12/4/95, signed sealed by Humayoun Farooq, bearing the Miami -Dade County Product Control renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Mullions are to be used only to support Windows and Doors, with a current Notice of Acceptance. 3.2 The maximum mullion span (length) shall be: 144" max. for 2" x 6" mullion, this dimension is reduced for smaller size mullions. 3.3 Both mullion (size and span), as well as anchor (type) selected design pressure rating, per Load charts, must meet or exceed the pressure requirement for the opening in which it is to be installed. 4. INSTALLATION 4.1 The unclipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion cannot be installed as part of an impact resistant unit. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT 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 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the compdtitntS;e1Cctj;d tlje proposed installation. 6.1.3 Any other documents required by the the South Florida Building Code (SFBC) in order to properly evaluate the iitstallat■on c this s)' sn.. •' • • . . • • • • • • • • G • ; • ; • . • . . • taul 3odriguez, Chi • •' • • • ' • Proddct Control Division 2 •••• ••••••• • • • • • • • • j • • • ••• • • • • • • • • • • • • • • U • • • • • • • • • • • . • 141• • • • ••• • • Yale Ogron Manufacturing Co., Inc. ACCEPTANCE No.: 01- 1204.02 APPROVED: January 3, 2002 EXPIRES: December 28, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 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, 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 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 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 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 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. . •• "' • • p • 9. This Notice of Acceptance consists of pages J• • 4 this*lajstpapaa3. END OF THIS ACCEPTANCE • • • • • • • • • • • • •• ••• • • • • • • • • • •• • • • • ••• • ••• • 3 • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •. .• • • • •• •• ••• • • • • ••• • • J odriguez, ' hief 'Product Control Division 20 1 - o. • om 1=1 r W l'a3'•l /0 ALUM. TLOC ���� ■ ■ ■l` " "��� R ■ ■■ ■. ■1E021 ( ` • 11111::: WOMMEMMEKUM IiiiIIIIL ■ ■ \\MMEEMMM■ ►MEM■I•■►EI®MM MMEM ■MM,ME■ MUMEMEMONOMM ■WM ■wIIMMEWM MEWMEMMAMWM MEM ■►I■ ■MRiE- PA • • •• • MULLION LOAD CHART MULLION LOAD CHART 30 40 .60 06O 70 80 20 30 40 50 60 70 80 TRI DUTMY•VI4TH '•INCHES TRIBUTARY VIOTH • INCHES • ••• • • •• •••• • • •••• •• • • • ••• TRIBUTARY WIDTH = WI + W2 2 • • • • • • • • • • •• •• • • ANCHORS TYPE A.B. OR C VERTICAL (IULUON • • GLAZING • PRODUCT [LAZING PRODUCT TYPICAL MU!! ION ARRANGEMENT$ V2 TRIBUTARY WIDTH = WI + W2 2 N m 0. m • O. O m Jm Hr W 4 m ' P 0 J AP w r 1 O.0 MULLION LOAD CHART 1 1 ALM. T OC I1M ■..1 ■'\=4 ∎romi ■ae 1111111111111 MUMMMMOIMIMMUM EMMEN.= RIM EMMEMMEM 1\MEME\MW MIME ■\\MME\MMM■ \ME IIIIMMUMMOMMMEMM MMMUMMUNIUMME UMWMWEMM\MMPUE m ■OMMMEMEM ,E■ " \EWMEMMMMMEOM m ► ■MMEMMMOMMEM MM ■,I■E "r ■MM 20 30 40 50 60 70 80 TRIBUTART WIDTH - INCHES ANCHOR LOAD CHART ■■M■■■■ MINIM MEM■■■E.■M ■ ■M UMMEMMEMMEMEM W■■■■ ■■ ■■E■ ■■ ME ■EM ■.M■ M ■E UMMEMEMMEMMEM M \ ■M■■E ■■MME■ UMMEMMEMEMMEM NEMMEM ■ME■ ■M■ numm3MM■MM■■■ mammummumm wommimmommin ►\ummu M ■Mg■ ■■ mnummummomm nMam■MM ■M ►\\\\t:�►r'i.mkr•.:9i ■ ... MOMMNa■NN ■.■ MONMEMOMM MM ■MANMEM►, MOM *1[8005 T4PC • 20 30 40 50 60 70 80 TRIBUTARY WIDTH • INCES PRODUCT RENEWED q-1201 .0t MULLION LOAD CHART 2'34'r1/0 ALM. 7VDC 11 1 ,S' - MMEMENommoom ar,���.��� MUMMMILIMEMMEMM MWMWRIMMEMMWM UMWMUMEMEMMEM MMOIMMOMMEMMEM UMEMMEMMEMEMM KIMMMMMMEMM■ME MUMMMEMMEMMEN ■MEMUM, ■■M\ ■■ MIONMOMMWWAIMME ME, ■MMM,■EMEM MIIIMMENUMOMMEM M.■\ ■■,■ ■ \EM■ UMWMEMM...... MEMEMME■EEME. UMMUMMINIMMEEM MWERMEE, ■M■EM MUOMMIMMOMMEM MP AM MULLION LOAD CHART 2' ■2"41/0' ALUM. TUB( ntM MEMO.., ■ ■arr.■ ....,.■.■..... ■MWMME\\!R■9A\l1R■ MUWEMMEMMEMEM MILIEMME ■\EMM■ WUMMEMMEMEMUM MENKMEMMENIMME LMMIUMN■\\M■MMEE WWWIEUMMINIMIUM WEIMMOMEMMENO IIMMEMEMMIWOMEM MOMMEMEMEMMEM ■EE\■ ►MEMMEMM MEMMOMMEMMEMO MEMMEMEMEMMUM MEMEMEMENNEMM ■■ ■ ■MME► ►,■ MEM■■■►MME1E ■E n 0. • 0• O 4 m 0 J O m N O .0 20 30 40 SO 60 70 130 TRIBUTARY WIDTH - INLI-ES I"M,IN-,,.MMI µ(10 TOP( 0 nmanummillimmim mmminummummm mmiRIBaimm ■M■■■ ►m\I\\\\\\EMm,MM■■ nnwilmumnammum MUWUMMUMWSAMM MMAIMAMMEMMIEMM MEMMMWERMOMMM MEMMOMMEMMUMM mawanowsimmum ■MM►OMMOMMMM■ ■MMEM`MM►MMM► ■ ■I■MM`M""\ MMEMMEMPANOMME ■EME.EM►\ ACCEPTANCE xo.49 - 0913•D 0)0'! TION DATE ANCHOR LOAD CHART in m o. Om Jm H r N 15U o .0 0 N P2J7 Q� 0 0 30 40 !1: L13[BIlT9�'I;�BN7CEP20YE80 D i3 CO 507110 FLORIDA BUILD • CODE OA, a % _ -• 9 - 4 PH BUTT 20 30 ' 40 SD 60 70 TRIBUTARY WIDTH - INCHES ROOUCI CONT t DI @5!0 N ROL DIVIS1 DIVIDING CODE COMPLIANCE Of F DE CO \1PIIANCE • i • ACCEPTANCE NO.2581 SEC /T FOR ANCHORS DESCRIPTION SEE SHFET 3 OF 3, ANCHOR LOAD CHART 8D INUMMONSIMME WWIREMMEMMUM IMMIWKIIIMMOM vumusammem IMUUMMEMERM wammismamm mummwmamm mannammomm mmwsmammalm mommumsmis MEa1Yiaflrmwm MMUMWMOIMEM MEMOMMUMWM ME ■■\,►`Mall MMEMMOWURR 18404005 T7P( C .1f 1.5 1 SO 60 70 80 WIDTH - INCHES ENGINEER: HUYAYOUN TAR000 PE / 10557 r0wln0 no. M95 -06A sheet 2 0l • • •••I • • 4 •• • • • •• • uULUON 2 X 2 X 1 /e'_ ALUM ANGLE 2 X 2 X 1/6' ALUU ANCLE 1.500 uw UUWON • • • • • • 2 X 2 X•111105 • ALUU ANCLE 2-5/0 Dime • • • 1111 • •• ANCHORS TYPE 'A' / 14 5.4.5. 1 -1/4' GON. EUBED INTO WOOD 1/ ANGLE • •'. • 4 • . 4: • • ' • •••• i •• •••• •.• • ••s• •••Qs+• • •• • • • • • PRECAST SILL CONC. 3/16 DIA TAPCON 1 t/2' WN. EMBED 1/ ANCLE 14 S.U.S. 2/ ANGLE 2% 2 X 1 /6' ALUU ANCLE 1 14 S.U.S. 2/ ANCLE UUWON UUWON 2 X 2 X 1/6' ALUU ANGLE 2 -5/0' 1.13142 1.500 104 ANCHORS TYPE 'B' C • 4'. 1 14 5.14.5. I -I/2' 1.1I14. EUBED INTO WOOD 2/ ANGLE . 4: 1 EXPIRATT�A i :6l..3 - 0 • pr A P •EKICTCO 1. 01 • 4 T4014 HI m,nTNn cons cOMPUANCE OFFICE EXP RATION DATE BY 1 14 S.U.S. ANCHORS TYPE 'C' 2 X 2 X 1/0' &UU ANGLE 3/ ANGLE MUWON 2 x 2 x 1/0' ALUU ANGLE 3 -5 /e LDNC 400 ' NOTCH WOOD BUCK TO ACCOUODATE CUP ANGLES TO UASONRY •, .3 . d' [1/4 4 TAPCON I -1/4' 14114. EMBED 2/ ANGLE • CONCRETE OR CONC. FILLED BLOCKS W000 BUCKS NOT BY YALE OGRON MUST SUSTAIN LOADS IMPOSED, PRODUCE RENEWED PRODUCT RENEWED APPROVED AS COMPLYING �E SOWN ORIDAUIL (0WITH 00 THE ACCEPTANCE No 01'120 •0 ACCEPTANCE NoQB -0 05 OOUCt COX!. O1 OlTS:O 601001HC CODE CUAU'LLUICE OFFICE ACCEPTPJICE H094 -ACTS CYr, EN004004 NUNAYOUN TAA000 PE / 16557 • 0 4-4 Z 0 x • {}E^c- e•f,.199- owED9 no. M95 -06A ( ahect 3 01 3 • Issue Date: 12/16/2005 Owner's Name: LINDA TONDEUR Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 1224 96 Street NE Contractor(s) LOWES COMPANIES INC Phone 407/370 - 2872 Primary Contractor Yes Comments: WINDOWS REPLACEMENT Additional Information Type of Work: WINDOWS No of Openings: 15 Additional Info: 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. Miami Shores Village, FL 33138- Expires: 12/09/2006 OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $5.40 $1.80 $250.00 $6.00 $6.25 $269.45 Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Invoice Number WS - 12 - 05 - 23128 Total: Parcel #: Block: Section: Total Square Feet: 0 Total Valuation: $ 8,287.00 Required Inspections Window Door Attachment Shutter Attachment Final Shutters Final Amt Due $269.45 ;DEC 19 PAID 2- Permit Status: APPROVED Permit Number: WS - - - 1172 Phone: 1132060143931 Lot: PB: Amt Paid Zrr�l NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. MaY .21. 2(1'0a 4:03PM NOTICE OF MMENCEMENT State of Florida, County of fl A The undersigned hereby gives notice that improvement 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. Property Legal Description'9 Lot / 0 Unit 15f (L L i Block / 0 Bldg Subdivision/Condominium () Lengthy Legal, please see description attached hereto. 2. General Description of Improvement: n 1 • 3. Property Owner Name: _L Iva IAA' Mailing Address: T U `l iv 5 . q S _ Jara', S and Interest in property: Name/mailing address of fee simple title holder if other than owner; 4. Contractor Name: Address: Phone Number: 5. If Surety Bond, Name; and address of Surety: and, amount of Bond: Phone Number. 6. Lender name: Address: Phone number: Name Address Permit # P« P "'` 1 2 `►.f 4 qo 5 7„, p r L. 111111111111111111111111111111 11111111111 CFN 2OO5R114394-5 OR 8i: 23929 Ps 4879; (lp9 — RECORDED 11/04/2005 11.14 =34 HARVEY RUVIN? CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE Lu wi'\ NAM i 3� N. LAk.N)/ _ :'s Y CERT c aD� cC2'1 ct t . °iS�i -G�. 4 -Igc)a Fax 1 ' 1� �1 C_ ffill a, L/a - •• � ""II i is acceptable ) Copy of bond must be attached to this Notice at time of recording Fax #: (optional, if service by fax is acceptable) Fax #: (optional, if service by fax is acceptable) 7. Persons within the State of Florida (names and addresses) designated by property owner upon whom Notices or other Documents may be served as provided by Section 713.13(1)(A)7., Florida Statutes: Name: Address: Phone Number: Fax #: (optional, if service by fax is acceptable) 8. In addition to himself, Owner designates the following person(s) to receive a copy of Lienor's Notice as provided by Section 713,13(1)(B), Florida Statutes: Name: Address: Phone N : Fax #: (optional, if service by fax is acceptable) - • (Expires one year from date recorded unless a different date is specified) Owner Signature: (q)/4 `Tio N r7 e V n Printed Name: The foregoing instrument was acknowledged before me this a.8 day of, U (-t , 2005 by ; tiL4 ti 0 k.c c (Name of Person Acknowledging) who is personally kno m or who l� produced 1. (� . L . , ( e of ID) as identification and who did / d . / a Notary Pub lic S ignature: . n & i S0 " My Commission Expires: U r t , ... �t CQPe'��U Rcv 07104 . _ a,q „- 5: 51, o to NEW LIGHTING IN KITCHEN, NEW ELECTRICAL HOOKUPS IN GARAGE FOR A DRIVER AND AIR CONDITIONING 7 /I" 7.5 / ` - > 97.3 \7G/ Passed Inspector Comments ' /977/L Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until i nspection Number: INSP- 9622 Inspection Date: 04/05/2006 Inspector: Devaney, Michael Owner: TENNEY, WILLIAM Job Address: 1183 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: BENNETT ELECTRIC SERVICES CO Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Perrnit Number: EL -2-06 -370 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)308 -4639 Parcel Number 1132050180090 Lot: Phone: 305/759 -1665 Tuesday, April 4, 2006 Page 2 of 2 Issue Date: 2/14/2006 Owner's Name: WILLIAM TENNEY Permit Type: Electrical - Residential Work Classification: Addition /Alteration Job Address: 1183 99 Street NE Additional Information Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 02/13/2007 Contractor(s) Phone BENNETT ELECTRIC SERVICES CC 305/759 -1665 Primary Contractor Yes Comments: NEW LIGHTING IN KITCHEN, NEW ELECTRICAL HOOKUPS IN GARAGE FOR A DRIVER AND AIR CONDITIONING Type of Work: MISCELLANEOS Additional Info: Classification: Residential 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Notary Fee Permit Fee - Additions /Alterations Scanning Fee Technology Fee Total: Amount $3.00 $1.00 $5.00 $145.00 $3.00 $3.70 $160.70 Building Department File Copy Applicant Signature Parcel #: Block: Section: Total Square Feet: Total Valuation: Required Inspections Permit Status: APPROVED Permit Number: EL -2 -06 -370 Phone: (305)308 -4639 1132050180090 Lot: PB: 0 $ 5,000.00 Alteration Underground Rough W W Service Change Meter Box Fire Alarm Relocation Final Invoice Number EL Amt Due $160.70 Amt Paid Total: .+ 6 m IS S C&-e pe(rn i4- �� S � i ?0.7o NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. THERE WILL BE ONLY ONE SHUTTER UP THIS IS FOR THE WINDOW PERMIT TAHT HAS A CITZENS INSURANCE BINDER ASK MV FOR THIS Passed Inspector Comments 6 / a ts 64 a -2 6/ � � � 20 9 •4tJ -e . () � ,, n G - - -e-c -c oti-6 S� 4 V Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP Permit Number: WS -12 -05 -1172 Inspection Date: 12/09/2005 Inspector: Grande, Claudio Owner: Job Address: Project: <NONE> TONDEUR, LINDA 1224 96 Street NE Miami Shores Village, FL 33138- Contractor: LOWES COMPANIES INC Building Department Comments Wednesday, December 14, 2005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Shutters Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060143931 Lot: Phone: 407/370 -2872 Page 1 of 2 6 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection' Inspection Date: 04/07/2006 Inspector: Grande, Claudio Owner: TONDEUR, LINDA Job Address: 1224 96 Street NE Project: <NONE> Contractor: LOWES COMPANIES INC Building Department Comments Thursday, April 6, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060143931 Lot: Phone: 407/370 -2872 Page 1 of 2 WS -12 -05 -1172 Scheduled Insp # Thursday, April 6, 2006 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Type Inspection Status DENIED Windows /Shutters Project: <NONE> Owner: LINDA TONDEUR Phone: Job Address: 1224 96 Street NE Parcel: 1132060143931 Block: Lot: Miami Shores Village, FL 33138- Inspector Date Completed Claudio Grande 311312006 03/1312006 INSP -1837 Final PRODUCT APPROVAL REQUIRES FASTENER ON SIDE OF FRAMES NOT BOTTOM OF FRAME. 0410712006 INSP -14254 Final Pending Inspection Claudio Grande Not Complete Page 1 of 1 PLEASE MAKE INSPEC BETWEEN 10 -12 SHE HAS TO GO TO WORK. THANK YOU. Passed Inspector Comments , :, �c 0 / 4 _,._ / 1,,,,a- 6)-t i-fitek-tp 0-- t t__"...te_. 4 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Nu lr Inspection Date: 03/13/2006 Inspector: Grande, Claudio Owner: TONDEUR, LINDA Job Address: 1224 96 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: LOWES COMPANIES INC Building Department Comments Friday, March 10, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 2 54172 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060143931 Lot: Phone: 407/370 -2872 Page 1 of 2