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117 NE 98 St (4)RECEOVED iami Shores Village 7 2004 :1.4 X13 1 X050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 uilding Department Permit Type (circle): uilding Electrical Plumb' _ Owner's Name (Fee Simple Titleholder) & M//&'?1, Apo Phone # Owner's Address // 2 /1/4 QS? TW ff 7 Tenant/Lessee Name /104 Permit No. &i `3 q— Permit No. Ci , I6Afff State AL0/2-/ 1 Zip 3 7/ 9 a ND Phone # (32 79 Job Address (where the work is being done) //7 NE 4 O I City Miami Shores Village County Miami -Dade Zi p :4/.3y Is Building Historically Designated YES NO X Contractor's Company Name Contractor's Address City State Qualifier State Certificate or Registration No. Architect/E er's Name (if applicab $ Value of Work For this Perm 3 (, ) Type of Work: ['Addition ['Alteration W i Qa r 5 Describe Work: ) gA1 Total Fee Now Due $ (Continued on opposite side) ❑New Certificate of Competency No hone # Square Footage Of Work: ❑ Repair/Replace * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (a3') aysf a3ai SF Bond $ ❑ Demolition --- Submittal Fee $ E ISZ7 Permit Fee $ CCF $ CO /CC Notary $ C, 0 17 Training/Education Fee $ 4 _ 4 a Technology Fee $ Scanning $ I a . 0 c.) Radon $ Zoning Code Enforcement $ Structural Plan Review. $ 501 Bonding Company's Name (if applicable) Bonding Company's ddress ,)( /43 6 ?S City ' _ .4 State /127 X Zip a v� Mortgage Lender's Name (if applicable) / / S4 ;Air/ T(A), /11 a l c i A L^ 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 conunenced 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 inspectioi hick s curs sev (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no .e .pprov -d a a re `r pection fee will be charged. Signature c Owner or Agent Contractor The foregoing instrument was acknowledged before me this "7 The foregoing instrument was acknowledged before me this day of 2(LL, by (1 c/n rQ CI d ,� J falir - day of , 20 _ , by who is rsonall known to me or who has produced +� �` who is personally known to me or who has produced ,, gy pc As identifiG NOT Sign: `.� _ _ . _ ��®� IM► �' Aiwa Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * ** i ltl o p zA�OYt�l1. expires Jul , `3 ,,,. My Commission Expires: as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 27 6 l8 O s( l�Plans Examiner / c, — G Engineer Zoning Inspection Date: 08/21/2006 Inspector: Grande, Claudio Owner: BROWN, CONRAD Job Address: 117 98 Street NE Project: <NONE> Contractor: Building Department Comments Friday, August 18, 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 AUG 2 2 REC'D Block: Permit Type: Imported Permit Inspection Type: Demolition Work Classification: <NONE> Phone Number Parcel Number 1132060132300 Lot: Page 2 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 08/21/2006 Inspector: Grande, Claudio Owner: BROWN, CONRAD Job Address: 117 98 Street NE Project: <NONE> Contractor: Building Department Comments Friday, August 18, 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 AUG 2 2 REC'D Block: Permit Type: Imported Permit Inspection Type: Demolition Work Classification: <NONE> Phone Number Parcel Number 1132060132300 Lot: Page 2 of 2 Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: BP2004 -247 Invoice Number: imp -8 -06 -25947 Applicant: None None Company Name: Owner Address: 117 N. E. 98 ST. Job Address: 117 98 Street NE Miami Shores Village, FL 33138- Date Friday, August 18, 2006 08/18/2006 Credit Card Payment Type Check Number Amount $75.00 Change $0.00 Total Payment: $75.00 Page 1 of 1 Issue Date: Not Issued Owner's Name: CONRAD BROWN Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 117 98 Street NE Comments: windows 3 Additional Information Miami Shores Village, FL 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 Expires: 01/01/2999 Contractor(s) Phone Primary Contractor HOME OWNER Yes Type of Work: Additional Info: No of Openings: 3 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. Parcel #: Block: Section: Permit Status: APPLIED Permit Number: WS -8 -06 -2180 Phone: Lot: PB: Total Square Feet: Total Valuation: Re • uired Ins • ections Foundation Sidewalk Landscaping Final 1132060132300 0 $ 2,400.00 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $100.00 $9.00 $3.25 $114.65 Invoice Number DS - 8 - 06 - 25946 Total: cK I AU6 2 2 PAID Amt Due ' $114.65 Amt Paid 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. Miami Shores Village Building and Zoning Department Miami Shores, Fl 33138 RE: Property loc ted at ad ress and legal Gentlemen: As legal owner of subject property, I request the cancellation of permit num-ber•tO - 9Sssued to �'a9 -�� A,,r rc , j V\ , for the following reason: Date of last inspection: fi/N I hereby apply as owner- builder, or authorize (new contractor) to apply for such permits as necessary to construct or complete the construction On subject property. I agree to hold Miami Shores Village, its agents and authorized.personnel harmless and relieve them from any responsibility or liability for any legal action or :damage, cost"'"or expense (including attorney's fee) resulting from the cancellation of the existing permit or the issuance of a new permit. I furthermore assume responsibility for the correction, if required, of work performed under the permit for which I am requesting cancellation. Very truly yours, wner's signature 6 ra -07L-- (print name) HOLD HART yebm� ^ ate �� 1 AUG 18 006 , - BY:_ L scription ?, _ , (— r Prime contractor (only if subcontractor holds permit or if change of qualifier). (signature) (print name) STATE OF FLORIDA COUNTY OF DADE: The undersigned, being the first duly sworn, deposes and says that he /she is the legal owner of the above property. Sworn to and subscribed before me this fN g ay of cOG Notary Public, State of Florida at Large M>ia • : Expires: [3oi def t,, y4 ' :`' A11 mil i � ( -11 In, Inspection Number: INSP -25087 Permit Number: WS -8 -06 -2180 Inspection Date: 12/07/2006 Inspector: Grande, Claudio Owner: BROWN, CONRAD Job Address: 117 98 Street NE Project: <NONE> Miami Shores Village, FL Contractor: HOME OWNER Building Deuartment Comments Wednesday, December 6, 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: WINDOWS Work Classification: Window /Door Replacement CL Block: Phone Number Parcel Number 1132060132300 Lot: Page 2 of 2 ®EC 0 8 2066 l� Passed vt Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -25087 Permit Number: WS -8 -06 -2180 Inspection Date: 12/07/2006 Inspector: Grande, Claudio Owner: BROWN, CONRAD Job Address: 117 98 Street NE Project: <NONE> Miami Shores Village, FL Contractor: HOME OWNER Building Deuartment Comments Wednesday, December 6, 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: WINDOWS Work Classification: Window /Door Replacement CL Block: Phone Number Parcel Number 1132060132300 Lot: Page 2 of 2 Permit Number: WS -8 -06 -2180 Invoice Number: DS -8 -06 -25946 Applicant: CONRAD BROWN Company Name: Owner Address: 117 N. E. 98 ST. Job Address: 117 98 Street NE Miami Shores Village, FL Date Wednesday, August 23, 2006 08/23/2006 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Payment Type Check Number 125 Amount $114.65 Change $0.00 Total Payment: $114.65 Page 1 of 1 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Job Address (where the work is being done) Contractor's Company Name Contractor's Address Value of Work For this Permit $ `� Submittal Fee $ Permit Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (3 Electrical Da//v_eA- CIE AUG 1 8 20 B Y: .8972 WOG 3. \b A (2,j2 toy Permit No. (1-We ? 1FO Master Permit No. Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) C8 t of 1 L \ Phone # 2U `j - '� S'� - '' 4 Owner's Address 11 - 4' NE L F City 1 itx.P 61) t r State 1� ■ Zip ` ' l' Tenant/Lessee Name Phone # \ cc( City Miami Shores Village County Miami -Dade Zip FOLIO /PARCEL # i l - C) ( -- C_)(6- , -'' U Is Building Historically Designated YES NO 'V Phone # Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: Structural Review. $ Total Fee Now Due $ City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. CCF $ CO /CC See Reverse side -+ 1 5 &-Re,k- Type of Work: ['Addition ❑Alteration []New [Repair /Replace [] Demolition Describe Work: f- TO 3 \3 C� t.)-�S c Cry& MTN ********* * * * * * * * * * * * * * * ** * * * * * * * * * * * * Fees************,** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *,* / Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ IL5 AUG 2 2 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 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 approve a re pection fee will be charged. Owner or Agent The foregoing instrument was acknowledged b fore me this day of ., u' 20CL, by who is p rsonally known to tue or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: _ZAN-- L. Print: W, Il , c! ►r L s My Commission Expires: 4"Y'p'",, APPLICATION APPROVED BY: (Revised 02/08/06) William Lewis Akmakjian Bonded Thru Atlantic Bonding Co , Inc. Signature Contractor The foregoing instrument was acknowledged before me this_ day of , 20 _, by who is personally known to me or who has produced__ _ as identification and who did take an oath. NOTARY PUBLIC: Sign: („a#� Print: PA', /A �,,, C.Re.,/ WilliaN� bw�slian r °t C01IIII11S 79008 My Commission Expires: oA : Bonded Tim � Atlantic Bonding Co., Inc. Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: GCM r p� �- 11 DATE: ADDRESS: 11 'x -- NE C t -(t. to.11kfui 3 Do hereby petition the Village of Miami. Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And Ihave read and understood the following disclosure statement, which entitles the to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence. You may also build or improve a commercial building at a cost of.$25,000.00 or less. The building must be for.your own use and occupancy. It may not be built for sale or lease; If you sell or lease a building you have built yourself within one year after the.construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means.that.you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee,.all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial �€ 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application 3. . I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if .the structure meets the minimum code. Initial c( Initial _' Initial C By 5. I understand that as an owner - builder, that any contractor disputes with sub - contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate - any contract disputes. Initial C-6 6. I understand that if [ compensate any person or company for work performed they are required to have a business license in the county. If for any 'reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed companyor person. 7. I° understand that if any person gets injured on my construction project -they are entitled to workren's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. 8: I. understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this 76 day of Produced there License or OWNER who wa personally known to - or who has Initial L� Initial Ce Initial Ci3 ,202 as identification. I�nT s"‘Akmakjian = Commission #DD279203 Expires: Feb 20, 2008 Bonded II= ' "" Atlantic Bonding Co., Inc. Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: //7 ALA gg57 Permit No. 66. 2/01 � Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ( +) PSF ( -) PSF ( +) PSF ( -) PSF U`r \ t1 e \ ti C'5-- CI i 1 C\ -� j by `QC) `I X G =' Ph 1 • 1 0 'yr Yk' 6v k.J\C.C:."■:: Cv -- ('- `11 03 SS 5 S'S // g C,'(, -' /� t,, C. Y<'..'`) ' G ' C 1,\\f , v')(.:\ OLli ( " • OC'C ri , 0. -, - ., .75'5" )--•:,''?; -sA e \.') (, . yt' f A .s •••• • • • • • • •••• •il •• . . • • • • • • •••• • • •• • • • •••• • •• •• • • • • •♦ •• •• •• • •, lir C il) • • • Clit94 • • • .� .L. 1 ' 'U !el Y. P _ __. !I • • a - s - • , '''■._ Mid N ' 0 ••• • •• •••• • •••• • ••• • • ••• •••• • • • •••• • •••• • WDW. HEIGHT NO. OF KEEPERS NO. OF STAT. CUPS UPTO AT SASH AT STAT. JAMB 28 -3/8" 1 1 40- 13/16" 2 2 59 -7/8" 3 3 71 -7/8" 3 4 i� i • • • • • • • • • •• � • • • • • • • • • • • .11 • •• •• •• • • •• • •• • • • •• • • • • • • • FALSE MUN11N SURFACE APPLIED OPTIONAL • • • • •• • • 1 • • • •• • • • • • • • AAA__ • • • • • 8 fD N 0 J C F 27 7/32" MAX. SASH WIDTH 24" MAX. D.L OPG. 56 1/2" MAX. WINDOW WIDTH 27 7/32' MAX. SASH WIDTH 24" MAX. D.L. OPG. 'PERMA- SHIELD' VINYL CLAD WOOD CASEMENT WINDOW (IMPACT) WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. APPROVAL APPLIES TO SINGLE, DOUBLE AND TRIPLE WINDOWS IN ANY COMBINATION OF VENTING OR STATIONARY UNITS. ♦ / e THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAILING BUILDING CODE. WOOD BUCKS BY OTHERS (MIN. 2X4 GRADE 2 SYP), MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. g I re ANCHOR CUPS SEE SHEET 3 FOR QUANTITIES AT HEAD /SIIL ® ANCHOR CLIPS /— SEE SHEET 4 / FOR QUANTITIES AT JAMB LOCKING POINTS SEE CHART 2 to 4 n Q® N J TYPICAL ELEVATION$ TESTED UNITS G3 0, 1 O J c 22 31/32 "MAX. 22 31/32 "MAX. SASH WIDTH 19 3/4" MAX. D.L. OPG. / LOCKING POINTS SEE CHART 71 7/13' MAX. WINDOW WIDTH 19 3/4" MAX. D.L OPG. 16 "MAX. HEAD /SILL SASH WIDTH 19 3/4" MAX. D.L OPG. J J I STATIONARY SASH CUPS (1) PER HEAD & SILL FOR QUANTITIES 0 JAMBS SEE CHART ANCHOR CUPS //©-- SEE SHEET 3 FOR QUANTITIES AT HEAD /SIIL ® ANCHOR CUPS /-SCE SHEET 4 FOR QUANTITIES AT JAMB Enpr. DR. HUMAYSIN TARO O STRUCIURtS FLA PE # 18557 CAN. 3538 SEP 0 9 2003 PRODUCT REV= casipbbi leab M11106 Code Among, No 0 - 0 9 . OS 9 0 0 u v A y 0 s U 0 a d 1 drowing no. WO1 -46 sheet 1 of 5 3 �� �3' ( COMP- ANL \W01 -46AC) DESIGN LOAD CAPACITY - PSF (SINGLE UNITS) ® 1E DESIGN LOAD CAPACITY - PSF (DOUBLE UNITS) DESIGN LOAD CAPACITY - PSF (TRIPLE U WINDOW DESCRIPTION UNIT WIDTH INCHES UNIT HT. INCHES GLASS TYPE 'A' OR 'B' WINDOW DESCRIPTION UNIT WIDTH INCHES UNIT HT. INCHES GLASS TYPE 'A' OR 'B' WINDOW DESCRIPTION UNIT WIDTH INCHES UNIT HT. INCHES GLASS TYPE VENTING (X) STATIONARY (0) XX, OX, X0 OR 00 XOX, 00X, X00, 000 OR XXX AL— FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264 -8100 FAX. (305) 282 -6978 EXT. ( +) INT. ( - ) DT. ( +) INT. ( - ) EXT. ( +) INT. ( - ) EXT. ( +) CR12 CN12 C12 CW12 17" 20 -1/2" 24 -1/8" 28 -3/8" 24 -1/8" 67.0 82.0 67.0 82.0 CR23 CN23 C23 CW23 33 -3/4" 40 -3/4" 48" 56 -1/2" 35- 15/16' 67.0 71.0 C33 71 -7/8" 35- 15/16" 87.0 67.0 82.0 67.0 82.0 67.0 71.0 C335 71 -7/8' 40- 13/16" 67.0 67.0 82.0 87.0 82.0 67.0 71.0 C34 71 -7/8" 48" 60.0 67.0 82.0 67.0 82.0 87.0 71.0 C345 71 -7/8" 52- 13/16" 60.0 CR125 CN125 , ' • . • CW125 : 17" 20 -1/2" 24-1/8" 7,8 28 -3/8" 67.0 62.0 67.0 82.0 CR235 CN235 C235 CW235 33 -3/4" 40 -3/4" 48" 56 -1/2" 40- 13/16" 67.0 71.0 C35 71 -7/8 59 -7/8' 60.0 67.0 82.0 67.0 82.0 67.0 71.0 67.0 82.0 87.0 82.0 87.0 71.0 67.0 82.0 67.0 82.0 67.0 71.0 • " 013 • " CN13 : • 013 •' T • • • gW13 • • • CXW13 • • 17 " 2p-11,2" 4 T7" • /4J78" V 6' 35- 15/16" 87.0 82.0 67.0 82.0 CR24 CN24 C24 CW24 33 -3/4" 40 -3/4" 48" 56 -1/2" _ 48 67.0 71.0 67.0 82.0 67.0 82.0 ' 67.0 71.0 67.0 82.0 67.0 82.0 67.0 71.0 67.0 82.0 67.0 82.0 67.0 .71.0 67.0 82.0 67.0 82.0 CR245 CN245 C245 CW245 33 -3/4" 40 -3/4" 48" 56 -1/2" 52- 13/16' 67.0 71.0 ['PERMA- SHIELD' VINYL CLAD WD. CASEMENT WDW.1 - o .... •ANDERSEN CORPORATION ' 100 FOURTH AVE. NORTH BAYPORT,. MN. 55 55003 -1096 0 TEL (800) 426 -7691 FAX ( -) l i • • 41135 1 • I 014135 • C135 • • • CW 135 • • eXW 135 ••T/'. • 215 2 /2" VMt" •2S 2 3/1" :35z ?9 40- 13/16" 67 82.0 67.0 82.0 67.0 71.0 67.0 82.0 67.0 82.0 67.0 71.0 67.0 82.0 67.0 82.0 67.0 71.0 67.0 82.0 67.0 82.0 CR25 CN25 825 - CW25 33 -3/4" 40 -3/4" - 40" 56 -1/2" 59 -7/8" 87.0 71.0 67.0 82.0 67.0 82.0 63.7 67.5 • • • • e D••CN14 014 CW14 CXW14 ' 17 "'- 20 -1/2' 24 -1/8' 28 -3/8" 35- 15/16' 48" s7 G- -6 o---&7 0 - -82.0 - G0:0 64 0- 67.0 82.0 67.0 82.0 60.0 64.0 67.0 82.0 67.0 82.0 CR255 CN255 C255 CW255 33 -3/4" 40 -3/4" 48" 58 -1/2" 64- 13/16" 60.7 64.3 67.0 82.0 67.0 82.0 60.0 64.0 60.0 65.0 60.0 65.0 55.7 59.4 CR145 CN145 C145 CW145 CXW145 17" 20 -1/2" 24 -1/8" 28 -3/8" 35- 15/16" 52- 13/16" 67.0 82.0 67.0 82.0 50.0 52.0 ' 67.0 82.0 67.0 82.0 CR26 CN26 C26 CW28 33 -3/4" 40 -3/4" 48" 56 -1/2" 71 -7/8" 58.0 61.9 67.0 82.0 67.0 82.0 55.0 58.0 67.0 82.0 67.0 82.0 55.0 58.0 t 60.0 65.0 60.0 85.0 50.0 52.0 - • rI R EV. P BCCO COMMENTS SIZES CXWI4 & CXW I45 ADDEDI CR15 CN15 C15 CW15 17" 20-1/2" 24 -1/8" 28 -3/8" 59 -7/8" 67.0 82.0 67.0 71.0 FRODtT MIND .092" HEAT STREN'D CLASS .151" ANN. GLASS Wan Amm U .090 PVB INTERLAYER .090 PVB INTERLAYER BY 'DUPONT' OR 'SOLUTIA' BY 'DUPONT' OR ' SOLUTIA' / 64.0 68.0 67.0 71.0 64.0 68.0 67.0 71.0 84.0 68.0 67.0 71.0 CR155 CN155 C155 CW155 17" 20 - 1/2" 24 -1 /8" 28 -3/8" 64-13/16" 60.0 64.0 67.0 71.0 60.0 64.0 67.0 71.0 60.0 64.0 67.0 71.0 r-- Z a ��.� .092" HEAT STREN'D GLASS. a ,- 1- 1- P9 2 CORNING S ILICONE z DC983 -2 OR .151' ANN GLASS Dade r DM*. °i DOW CORNING SILICONE DC983 -2 OR r 50.0 52.0 67.0 70.8 ZO 6080] CR16 CN16 C16 CW 16 17" 20 -1/2" 24 -1/8" 28 -3/8" 71-7/8" 61.8 65.6 67.0 71.0 60.0 64.0 67.0 71.0 DC -1350 p A I a � a 44 y a 1 ' D C -1350 60.0 64.0 67.0 71.0 X11 . _ �� 50.0 52.0 65.5 65.5 II OIMH :.(Q •y) ®� G4 - _._� I © 'u' VINYL SPACER j I.4 i _ . j I .' �� .� VINY SPAC Env DR. HUAIAlY iIN �ARCOO SIRUCNRES FI A PE / 57 CAN. 'T 338 165 GLASS TYPE 'A' GLASS TYPE 'B' 9/32" THICK NOMINAL 3/8" THICK NOMINAL IMPACT RESISTANT GLASS SHUTTERS NOT REQUIRED /(/ / SEP 0 9 2003 c 1 drawing no. WO -46 (sheet 2 of 5 k OV94 1( ANCHOR CUP ANCHOR CUP 1 - 1/2" X 3" X .030" STEEL 1 -1/2" X 3" X .030' STEEL (1) AT MID WIDTH TYPICAL ANCHORS TYPICAL ANCHORS $8 X 1' 2 PER CUP #8 x 1 , (2) AT 16" O.C. 2 PER CUP SELF TAPPING SCREWS „., TAPPING SCREWS • m . WOOD BUCKS NOT BY ANDERSEN, FAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. � COMP— ANL \WC 2 PER CUP . a 1 ° 4 ' s ° ° ° ° 4• ° .. • G C .. .. 2.PER '''' CUP + a °• ° 4 ' °4• • 4 AL- FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT DESIG 1235 SW 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264 - 8100 FAX. (305) 262 - 69' • • • • • • • I I P WI NOW "44 . XvM % a 1 1111 WI 11111. -411111 l - eye ., -.■Ittilla IblillA tow,__.....00,310 1 _ I • I • 0 II • • e l l l 1 011 1P 0, --.. •••• O 1 • � • • • . \� i L �`� O j 1 j 1 + 1 �' T " i - �� ,``� I i i ��( PROVIDE ANCHOR CUPS AT HEAD & SILL AS FOLLOWS SINGLE AND DOUBLE UNITS: (1) AT CENTER OF EACH SASH TRIPLE UNITS: (1) AT CENTER OF END SASH (2) AT MIDDLE SASH SEE ELEV. TYPICAL ANCHORS 1 • ••• 1 1 • • 1 • - • • • • WINDOW HEIGHT • • • • • • • - • VENT HEIGHT • 1 • • • • ••• • ••• • •••• • • • . y o I ® #7 (3) TYP. $7 X 5/8” (2) PER CL TYP. 5/8" SCREW. - ER CLIP ®F•ME SCREWS P 0' ST. SAS L r'PERMA— SHIELD' VINYL CLAD VD. CASEMENT WDW.)fl A t o i l j■ ANDERSEN CORPORATION 100 FOURTH PVE. NORTH BAYPORT, MN. 55003 -1096 © TEL (800) 426 - 769', FAX ( — ) ... A — fl8 SMS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -1/2" MIN. PENETRATION INTO WOOD 8— 3/16" 0 TAPCONS (BY ELCO) OR CONCRETE T'0 EXT i j r ! g ! g Lj I I 1 i ! ® EQUIVALENT ANCHOR THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4 MIN. MASONRY EMBED. LOCKING OPTIONS: SDN3N100 0038 83d 'A3211 oolld!Joeap NO CHANGE THIS SHEET O7 : I I ® *, SURFACE MOUNTED LOCK WITH KEEPERS ON SASH BY 4MEROCK CORP. (1) POINT LOCK FOR WINDOWS UPTO 28 -3/8" HEIGHTS. (2) POINT LOCK FOR WINDOWS UPTO 40 -13/1! EIGHTS. (3) POINT LOCK FOR ALL BIGGER HEIGF _ 1 919.03 „ ii i■ t , �' / / r�l f00Z80 '11: � :,i. - =- ® Kiu isk - - lo- •Y• HAH10 )I _ e " '� - r 4 ,;: a s .......... ° ° ° 4 . d I. e e ° 4 4. • • = Engr: DR. HUMAYOUN CAROM/ STRUCTURES FLA PE f 8557 ib P 0 9 2003 SELF TAPPING SCREWS SELF TAPPING SCREWS ® 2 PER CUP 2 PER CUP ANCHOR CUP TYPICAL ANCHORS ANCHOR CUP TYPICAL ANCHORS 1 -1/2" X 3" X .030" STEEL 2 PER CLIP 1 -1/2" X 3" X .030" STEEL 2 PER CUP (1) AT MID WIDTH (2) AT 16" 0.C. ' 1 drowing no. W� - A s f ( sheet 3 of 5 ANCHOR CUP ® ANCHORS 1BY OR 2BY 1 -1/2' X 3' X .030' SH_LL PER CUP W000 BUCK SEE CHART 0 LEFT JAMB O O �B X • • PER O � SHIM /GAP ® 2 CUP ° • v o . 1 .. • •• • • • • • • Il, \ — — I ,. f ii � 1 \ , ,.,,,, • , ,�t� , , • 1 . • �W. HEIG • UPTO • • • ND�OF AN•HOR CUPS •A1 tvit JAMB \ � ` \ \ '` 111 -7=z ' I \ ` I t 1 ' I �' ` I 0 1 \ 1 \�� � \ 1 N. — • • ANCHOR CUPS '• • MALL? SPACED AT JAMBS 1 -112 X X .030' STEEL • • SEE TABLE MOVE i0R QUANTRIES ••• • • rare � , Il(���� �r.T 1� `_ . — �� 1 VENT WIDTH VENT WIDTH WINDOW WIDTH EXTERIOR as ampl es rbrad ,t o�� v1 \ \ \ 1 / - III 11 . , \\ \ x ' \ , . 1 .7 i / ., Dade Product Cootie! D.L. OPG. D.L. OPG. Fsrr. DR. `1UMiAYOUN FAF FLA. A. PEA 16557 C.A.N. 3538 , SEP 0 9 2003 VENT WIDTH VENT WIDTH drawing no. WO1 -46 (sheet 4 of 5 • • • • • • • • .• • •• • • •• • • • • • • •• • •. • • • • • • • • •• • • • • •1 • •• • • • • • • • • • • • 1 • • • •• • • •A•• 1.141 VINYL CLADDING • 1.277 - • •• • • • • • • • • • • •. •• • •• • 93 • .844 • •• .941 1 - VINYL•Ct FRAME JAMB 510• _ • • VINYL CLADDING VINYL CLADDING L ± 1.969 ----{ .305 1. 0 1.283 Imo- -1.719 - -- I 2,250-1 .989 .406 1 1 } } 1.015 I.1 1.010 EXTENSION JAMB (HEAD /JAMB /SILL) 4.125 4.125 2.250 r .969 ( 1 4.125 1_2.3 FRAME HEAD /SILL 1.109 ,844 . 1.900 a1091-�{ 403 L1.122-I VENT RAIL /STILE t^ 2.031 ---1 CENTER POST .624 .384 .299 GLAZING BEAD 2344 .844 1 1.359 .019 2.000 T .688 L 2.000 VENT STOP SILL .546 .703 VENT STOP HEAD r --1 .891 VENT STOP JAMB 2.000 .345-1 .796 .985 L CENTER POST CASING STATIONARY SASH CLIP .345 ITEM # 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 NUMBER 30835 30838 30839 30056 30013 30846/48 30843/45 30184 30810/12 30442 #8 X 1/2" 30053 1381409 30213 30021 30871 /8 X 5/8" 30172 QUANTITY AS READ. AS READ. OPTIONAL 1 1 4/ SASH 2/ WDW. 1/ WDW. 1/ WDW. AS READ. 1/ SASH 1/ SASH 2/ SASH AS REQD. AS REQO. AS READ. 1/ SASH AS READ. DESCRIPTION FRAME HEAD /SILL FRAME JAMB EXTENSION JAMBS POST MUWON CASING MUWON SASH RAIL/STILE VENT STOP JAMB VENT STOP HEAD VENT STOP SILL GLAZING BEAD ROTO OPERATOR SNUGGER SNUGGER SCREWS STATIONARY SASH CUP HINGE ASEMBLY AT TOP & BOTTOM OF SASH LOCK W/ KEEPERS ON SASH WEATHERSTRIP STILE WATERBAR WEATHERSTRIP SASH REINFORCING BAR REINFORCING BAR SCREWS BRAD NAILS 1 -1/2" LONG FOAM WEATHERSTRIPPING MATERIAL WOOD WOOD W000 WOOD WOOD WOOD WOOD WOOD Fvc STEEL ALUMINUM GALV. STEEL STEEL STEEL ALUMINUM GALV. STEEL MANP. /SUPPLIER /REMARKS ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN AMEROCK CORP. AT 1 -1/2" FROM ENDS & 12" O.C. AMEROCK CORP. AMEROCK CORP. FOR 64- 13/16" & 71 -7/8" WOW. HEIGHTS ONLY AT 11" O.C. MAX. COPED CORNERS WITH 3 STAPLES PER CORNER (1 -1/2" X 2" X 16 GA.) FRAME CORNERS � F--3 30-{ 1.500 ff I L .030+ 0 ANCHOR CUP E47 ALL WOOD TO BE PONDEROSA PINE OR EQUAL /12 X 2 -3/4" WOOD SCREW CENTER POST CORNER / I .543 t .242 -I SASH REINFORCING BAR COPED CORNERS WITH 3 STAPLES PER CORNER (1 -1/2" X 2' X 16 GA.) EnOr. DR. NUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 CAN. - VINYL CDCD61RG 0RNERS: MITER CUT WELDED ALL AROUND ANT CORNERS C 9 `0 _ 0 V r a 0 0 c 0 U a rc ry 0 a U drawing no. WO -46 sheet 5 of 5 0 o_ M I A M IOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Andersen Corporation 100 Fourth Ave. North Bayport, MN 5503 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series " Perma Shield" Vinyl Clad Wood Casement Window APPROVAL DOCUMENT: Drawing No. WO1 -46, dated 07/23/01, with revision dated 08/20/03, titled "Perma - Shield Vinyl Clad WD. Casement WDW. ", sheets 1 through 5 of 5, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0603.01, and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. • • .•. • • . .•• . •. • •. •• • • • • • • • • • • • • • • • • • ... . •• • • • • • • • • :VIjAMIpQpr COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • 140 WEST FLAGLER STREET, SUITE 1603 • • • • • • • • • MAW, FLORIDA 33130 -1563 • • • • : 4106) 172 §0: .FAX (305) 375 -2908 • • • • • • • • • • • • •• • • • •• •.• •• • • •• • • • • • ••• •• NOA No 03- 0919.03 Expiration Date: September 19, 2007 Approval Date: December 04, 2003 Page 1 Andersen Corporation E -1 • • •• • • • • • • • • • • • • • ..• • • • • • • • • • • • • • ••. • • • • • • • • • . . . ..•. NOTICE OF ACCEPTANCE: EVIDENCE SI3B1 I4 FTF14, • • • •. • • • • ....• •.•. • .. . . • . ••.• • .. •••• • •.. • • A. DRAWINGS 1. Manufacturer's die drawings and sections. ... • • •• ... .. 2. Drawing No. WO1 -46, dated 07/23/01, with reVi ian ?aka (lI$✓2d /03, titled "Perma- Shield Vinyl Clad WD. Casement VOOW ", •sheets :1 Y}uougt 5 of 5, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per TAS 202 -94. 3) Water Resistance Test, per TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 along with the manufacturer's parts and section drawings marked -up by Architectural Testing Inc. report No. ATI -02- 45335.01 dated 05/21- 23/03, signed and sealed by Joseph A. Reed, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, PA 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a vinyl clad wood casement window, prepared by Architectural Testing, Inc., Test Report No. 02- 33449.01, dated 9/10/01, signed and sealed by Allen Reeves, P.E. (Submitted under previous NOA #02- 0603.01) 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, PA 203 -94 6) Forced Entry Test, FBC 2411.3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of a vinyl clad wood casement window, prepared by Architectural Testing, Inc., Test Report No. 02- 33001.01, dated 2/1/01, signed and sealed by Allen Reeves, P.E. (Submitted under previous NOA #02- 0603.01) Theodore Berman, P. Deputy Director, Product Control Division NOA No 03- 0919.03 Expiration Date: September 19, 2007 Approval Date: December 04, 2003 Andersen Ccrnoration • • ... • • • •.• .. .• • • • •. .• • • • •....••• • • • .. • • • • • • • • • • • • • • ••...•• ..•• NOTICE OF ACCEPTANCE: EVI,1 r E SOWITTFp • • • E -2 • • • • • • . • • • • • ••• • • •..• 4. Test reports on 1) Air Infiltration Test, per $Y, TA4 2a2 -94 • • • • • • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FI t TA$ M2 • • • 4) Large Missile Impact Tesf te$ 2r1 -9z • 5) Cyclic Wind Pressure Lotting per FBI, TAS 20'3-94 6) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of a vinyl clad wood casement window, prepared by Architectural Testing, Inc., Test Report No. 02- 33003.01, dated 2/8/01, signed and sealed by Allen Reeves, P.E. (Submitted under previous NOA #02 0603.01) 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of a vinyl clad wood casement window, prepared by Architectural Testing, Inc., Test Report No. 02- 31312.01, dated 3/9/99, signed and sealed by Allen Reeves, P.E. (Submitted under previous NOA #02- 0603.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Al Farooq Corporation, dated 1/2/02, signed and sealed by Humayoun Farooq, P.E. 2. Anchor Calculations and glass analysis, prepared by Al- Farooq Corporation, dated 2/5/03, signed and sealed by Humayoun Farooq, P.E. 3. Complies with ASTM E1300 -98. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to E.I. Dupont DeNemours for "Sentry Glass ® Plus" dated 1/17/02, expiring on 01/14/07. 2. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for "Saflex/Keepsafe Maximum dated 05/17/01, expiring on 05/21/06. Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0919.03 Expiration Date: September 19, 2007 Approval Date: December 04, 2003 Andersen Corporation F. STATEMENTS • • ••• • • • ••• •. •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • . • ••• • • • • NOTICE OF ACCEPTANCE: EVIEJNCE SUBBM ITFJ. • • • • • • • • • ••••• • • • • • • • • • • • • • • • • • • • • • • ••• • • 1. Statement letter of conformance, dated 09/13/03, sigritd and sealed by Humayoun Farooq, •• • • • • • • ••• •••• •• q� • ••••••S • 2. Statement letter of no financial interest, dated (t1/1 37A, Zig and sealed by •••••• . Humayoun Farooq, P.E. • • • • • • • ••• • • G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (F.B.C.). E -3 heodore Berman, P. . Deputy Director, Product Control Division NOA No 03- 0919.03 Expiration Date: September 19, 2007 Approval Date: December 04, 2003 Conrad Brawn Architect M0011316 P.MPOPP - 1 1 0 s 71, , TIOF rrAtilrYITTfi. I 1111,111•111011.111 i 11 bloimainl. 5547 N. Keg Prive, North fort Mtters, 0 '590 259-826-2457 IIIANDOL 1 . 1S OSI V.•41....3111101 iiii I 11t!! 0 Elevations — 2". R..) ELEY)k gLuNAT101- f - TRTRIFIrt - Floala 14a6:-.*•2545 J92302ZIMS_12(0• • 31PMECiptgara caLco.\( Ei-evATIQ4 zcz • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 3217-M1it. TM, POI • • • • • • • • • • • 0 zontr•W • • Awiel=M:u • , • • • • • • • • • • • • • waro.:Tus,•_•. • • • • • • • • • • - A2 Remodeling to 117 N.E. 98th St. Miami Shores:Florida Conrad & Cynthia Ane' Drown, Owners Pica.R.osnr..12Dr