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117 NE 98 St (6)BUILDING PERMIT APPLICATIONViil OCT 8. MI6 Master Permit No. FBC 2004 Permit Type (circle): Cuildin) Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) CO nYtc8 ) Y 010 Phone # �— (- ci6 Owner's � Address l I �' ! v l &f . ► IN City CMZ 5 YtA State Pin Zip -2 -3 ' Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 \ f'3E. 9 g 1Y Q City Miami Shores Village County Miami -Dade Zip 3/31 31' FOLIO / PARCEL # 1 l^ 39.-06- 013- Q(� Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: Addition Describe Work: (7 * * * * * * * * * * * * * * * ** * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Notary $ Scanning$ 2 Bond $ IP loJgloo Miami Shores Village Building Department r 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ['Alteration r , r. -- r 1 5 , BY: / 0 ct.),c),A.- ['New 667 t.IdG PermtFee$ 3d(.) .7 Training/Education Fee $ • ( 0 Radon $ DPBR $ Code Enforcement $ Double Fee $ Structural Review. $ 6 O' k' f Go' `6 .vi Phone # Phone # ❑ Repair/Replace ❑ Demolition a, Cv ail Permit Nol Ce 45% Square / Linear Footage Of Work: 6 CCF $ I • W CO /CC 1 50 — Technology Fee $ 1.50 Zoning $ Total Fee Now Due $ See Reverse side —� Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the commenced prior to the issuance of a permit and tha construction in this jurisdiction. I understand that a sepa WELLS, POOLS, FURNACES, BOILERS, HEATERS, OWNER'S AFFIDAVIT: I certify that all the foregoin applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO R PAYING TWICE FOR IMPROVEMENTS TO 1 CONSULT WITH YOUR LENDER OR A COMMENCEMENT." Notice to Applicant: As a condition to the issuance of promise in good faith that a copy of the notice of coin, whose property is subject to attac • ent. Also, a certify. for the first inspecti. hich . cu seve (7) days q inspection will n. .e . prove. and . rei .. ction fee w Signatur (Revised 02/(18/06) ZONING Owner or Agent APPLICATION APPROVED BY: PLUMBING _,MECHANICAL The fore:.' : instrument was acknowledged .efore me this 1 C day of _ ter, 20% by who is personally known to me or who has produced la Q 1 (j E As identification and w id take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** PERMIT # j �� CONTRACTOR: SUBMITTAL DATE: 10 /1 6"`G 2010k 11109 ICG n Ill Q RESUBMITAL DATES: PROJECT TYPE: '( a j• (/j'7 /406 )1efe Nu /06 STRUCTURAL ELECTRICAL AA NOTARY PUBLIC: FIRE IMPACT FEES HRS /DERM NOC BLDG 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. Sign: Print: My Commission Expires: ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning r VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: COI/ d i l) • DATE: ADDRESS: , - A) 9? ��M\ S -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 489.1.03(7). And I have read and understood the following disclosure statement, which entitles the to work as my own contractor; 1 further understand that 1 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 rnust supervise the construction yourself. You may build or improve a one- family or twos-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 Ci 13 2. I understand that as an owner - builder I must abide . y all zoning ordinances and building regulations in effect at the time of permit application 4. I understand that the building official alter or give advice on how to meet minimum code. Initial 1 .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. Initial c_46 and inspectors are not there to design, code —. only if the structure meets the Initial 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 6. I understand that if I 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 company or person. Initial Cg 7. I understand that if any person gets injured on my construction project —they are entitled to workmen'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. Initial Le 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 E day of Produced there License or OWNER , 20 06 who was personally known to me or who has ) 4 as identification. ,r VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: Celina J 72h &J1 DATE: ADDRESS: tf - toe ` g 'TAA-61.0(\i. Sktrf03 FL 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 489.1. 03(7). And [have read and understood the following disclosure statement, which entitles me 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 ci 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 Initial C p 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 alter or give advice on how to meet minimum code. Initial c 6 and inspectors are not there to design, code —. only if the structure meets the Initial LiS 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 6. I understand that if I 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 company or person. I understand that if any person gets injured on my construction project —they are entitled to workmen'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 03 day of Produced there License or Initial Initial cG Initial C— By u ! l/� d 15 Who was personally known to me or who p Y ho has as identification. • tami, - -- Skore3 Viegag= ORDER CASE #PZ 04- 0422 -03 APPLICANT: Conrad and Cynthia Brown (owners) ADDRESS ; 117 N. E. 98 Street Whereas, the applicant has filed an application before the Planning and Zoning Board muhe above described property. .The..appiicaut sought approval as follows; variance to Section 400/401, requesting a 21' front setback where 25' is required, to construct a front porch with columns; 5' walk where 3' is allowed, 5' side setback for driveway where 10' is required. Whereas., a public hearing was held on April 22, 2004, and the Board, after having considered the relief sought and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code, Therefore, the appeal is granted for front set back. The appeal for the side setback (driveway) is not granted. The Board requires that all further development of the property shall be performed in a manner consistent with the._conditits. agreed upon.at the hea.ring.and that the app1ic. nt -.mus t at s all applicable Miami Shores Village codes, Ivliarni -Dade County Codes, and the applicable building and life safety codes required for development. Passed and adopted this 22 day of April, 2004, by. the Planning and Zoning Board pursuant to a 3 -2 vote as follows: Member Crutchfield Yes Member Sastre Yes Member Abratnitis No Chairman Fernandez Me 0 / Yes hair , 7 Planning and 'Zoning Board OCT-19 -2006 06:28 AM CASE #PZ 04- 0422 -03 APPLICANT: Conrad and Cynthia Brown (owners) ADDRESS : 117 N. E. 98 Street Whereas, the applicant has filed an application before the Planning and Zoning Board on.the above .The..appiicaut sought appseval as follows: variance to Section 400/401, requesting a 21' front setback where 25' is required, to construct a front porch with columns; 5' walk where 3' is allowed, 5' side setback for driveway where 10' is required. Whereas, a public hearing was held on April 22, 2004, and the Board, after having considered the relief sought and after hearing testimony and reviewing the evidence entered, finds: I, The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code, Therefore, the appeal is granted for front set back, The appeal for the side setback (driveway) is not granted. The Board requires that all further development of the property shall be performed in a manner consistent with tha.c:onditiians, agreed upon..at the hearingand that.the • all applicable Miami Shores Village codes, Miarni -Dade Coun C d the applicable building and life safety codes required for development. and Passed and adopted this 22 day of April, 2004, by the Planning and Zoning Board pursuant to a 3 -2 vote as follows. Member Crutchfield Yes Chairman Fernandez q Member Sastre Yes Me ,° / `f Member Abr arnitis N'o`d r Y ; 'Yes iainnat, Planning and .Zonin , 1; Board P.01 ! P /.4 ti S S 0 bin c r rec x- re/P-41711 Sice /L-e M4r l S A , pie( 2 /.3 ,AA/ l Cv9 - i?'o j, 6 - r "it - 1 E /1.6 6 5 Z . 57 0f A Cl ove4A9Ad sGO i d rL goece2 it '144E/0 /212-(A) -, ce too n-lc ‘ 1, s cgy n o,3 . Z P/AN5 Sv4O,nf 7Z'cp - i2 /r sw. ti5( A.,44 SP: ' -Q2 /4 20 s t iah4 -t 0v hve. o ✓_, . So 6.,-r G'4(Gv /04 e.vs • , 2 01, AA) /uo Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building Department • pf CITY COPY BUILDING CRITIQUE SHEET ose d Se4.60 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 06- 2596. Job Name ASuJ,t/ Date - P3/2700, zA),4 iW use eg /4ti s s s/iidevij�lP 0 /.�v� ,9,ce iucd f)2p ei-eA2 -- / l/ CASE #PZ 04- 0422 -03 APPLICANT: Conrad and Cynthia Brown (owners) ADDRESS : 117 N. E. 98 Street Whereas, the applicant ha filed an application before the Planning and P '� Zoning . guard one above described propert�'..'The..applicaut sum as follows; variance to Section 4001401, requesting with Columns', +5 setback where e 3' where 25' is required, to construct a front porch wit allowed, 5' side setback for driveway where 10' is required. Whereas, a public hearing was held on April 2004, and the Board, after having considered the relief sought and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village, 2 The conditions on the property and the representations with the requirements hearing merit consideration and are co of the Land Development Code. Therefore, the appeal is granted for front set back, The appeal ll furthzthe side setback (driveway) is not granted. The Board requires that development of the property shall be performed in a manner consistent with th agreed upon.at the hearin and that.the applic m ant - ust �tisfy s�._c�ondiunt�s. a,� all applicable Miami Shores Village codes, Miarni - Dade County Codes and the applicable building and life safety codes required for development. Passed and adopted this 22 day of April, 2004, by. the Planning and Zoning Board pursuant to a 3 -2 vote as follows: lvletnber Crutchfield Yes Chairman Fernandez �1b Member Sastre Yes Me •' y /Yes Member Abratnitis No .hairrnab . Planning and Zoning Board Buildi F COPY BUILDING ! pz,„, 5 5 v 447 i r ied g Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 P ermit No. 9c' — ZS - loo Job Name )5410 - /,tJ Date /OA CRITIQUE SHEET k- bP-4 1 5I IWO R-e et-ii Th 4r lS i4 V9//ec( 2 /.,(i ' W" Aito, j, 5 Qi)1I r p .4A5 7?i AT SNt ) ,v - e /0/16,6 5. " 5 AA5c1 Ov_eaJ�'LPAc/ SGOrz.'1 d2 c&* 2. , .V-( lno e Gov 4-16 i 4N e 1.Q3 S 1 a.,v fit<vv 14E/0 /2Q4) ki a 1<)o /2 As c 2-i rid ,0 D0A,v5 s ,„, -, w -, /� /loll / r _S Art/ . /ti.t9 c . n SP : Z w 41e-€#I t DAP 1 /to 1E33 S (L.U.A -Q 0v bvzO✓Z . '3() h/Y! -r C cu/,4 iiivs . . et_ soy A•v 2� /0C u / / 4,d 0 if / • & Vii_ e,t) 7":. 5'14) -e 0 4 / O Lce 4 ' 0 / 41 6 -v-eQ2 . / / J / 5 ///? 2 r f /4AJ /ijIGd /bud ,U c el-eAfe -- 0/6 d&iv ic. .. J Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 1430 lvliami nores v mage ?4' n Miami Shores Village Building bepartment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. £ - Z5 C o Job Name Ire iv/ Date 11`7 /oe 1 /7 Md STRUCTURAL CRITIQUE SHEET >764 All drilled-in ,-e/nAar y I I'd secured 64/7A e cx adhe s `ve esn firei i y fo he d €ve /ed fv exis i C 3 t'fer, dears re uire radii) -eeet masonr 'a#nhs FOC See . z121. 2. 2.2 . 1 lr»kkcaJe Gale /,a y e c,/ A/42d r?Ye f.t'trre Gh doors . Swdmik Ga/cu /al per i5CG 7- QZ . Oe/e/ rel'ereances ,o ro ,tF 1-rus Sel yl v- boe,, -d eei /in9 Aom Basle Pe s itolion box, Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 a+� Permit No. ,a Job Name ,fee All Date If / / oG /17 `vim 7g V. STRUCTURAL CRITIQUE SHEET / 31) 61 4 CD /// dv / /ed- /n rel t v -- "r y 4 be Secured Wi» epox I ad/!ex l v e • 2 6anotetb, rr frezn nrc�n9 fo 6e ddkreled 2 AY'elAr at've.rs reluire YeihAtL'eo` kriasonr Ja bs F3C 5e4 , Zl2 1 2. 2 . 2 . A/ /t X SY /5Ti i lnot cafe aQfcr,� f,a d imc/ Yc 5J are oh doors . l S' h»u/ Gccicr /A1- lamer ,45CC 7- 02 . ( (i P JeJe reference ¢o rot ��rrs sPS c- bo �w -c� ce u A - &sic rye ,sGrrrHon I .7ox, s-b. 4 -¢ , ❑ Contractor fs-0 ner ❑ Architect Picked up 2 sets of plans and (other) Shores Village Building Depart t to c Acknowledged by: PERMIT CLEARK INITIAL: PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #: I 10 DATE: 1, 1 r6u0 Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami BMI TED DATE: /OS RESU T � t I tinue peymitting process. 'V-tbr32--1 PERMIT #:CtACI X0 lJ% DATE: al 9-5 /CCG I, CON ILNA ❑ Contractor tR ❑ Architect Picked up 2 sets of plans and (other) 0 Address: 1 Shores Village Building De Acknowledged by: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami PERMIT CLEARK INITIAL: K RESUBMITTED DATE: 1 1 Io PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 ent to ntinue permitting process. RECEIPT Miami Shores Building Department Product Approval Schedule / Comparison Chart , Address: / /7 , e Rough Opening j Permit Shutter Required No. 06 Mullion Required - Z,zy'. Impact Opening Description of Window Product Acceptance Product Approval Opening Design ID or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ( +) PSF ( -) PSF ( +) PSF ( -) PSF \ ore— t)- OfoP.c.01 - +'6a_ ?9- 2'9" x ' FR `t 13 n r 0 76:' PC.0001 COpy 0&),/ooe_ ., –pyre tail _ Andersen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) Submitted under NOA#99- 1019.01 4. 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 3603.2 (b) and TAS 202 -94 along with installation diagram of outswing French door, prepared by Architectural Testing Inc., Test Report No. ATI- 02- 31392.01, dated 08/05/99, and test report addendum letter dated November 17, 2000 and March 23, 2000, along with revised marked -up drawings, signed and sealed by Allen N. Reeves. B. CALCULATIONS 1. Anchor calculations and comparative analysis, dated 4/09/03. Submitted under NOA#00- 1011.01 2. Anchor verification calculations for outswing wood door under Project #99 -0916, dated 09/27/99, and revised on Sept. 13, 2000, prepared, signed and sealed by Richard Boyette, P.E. C. MATERIAL CERTIFICATIONS Submitted under NOA# 98- 0608.21 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. DuPont DeNefnatit for "Dupont Butacite ® PVB" approved on 11/21/02, expiring on 12/1=1705;_ 2. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for their- "Saflex /Keepsafe Maximum" dated 05/17/01, expiring on 05/21/06. = = = - 3. Test report No: #J98002651 -003 ,dated 03/04/1998 for "Smoke De per ASTM E84 -94, for "pultrusion ". Test Report #J98002653 -003 dated 04/27/1998 for "Self- Ignition" per ASTM D1929 and Test Report #J98002658- 003 - sated 03/05/98 for "Surface Flammability" per ASTM E162 -94, issued by Intertek - Testing Services, Wisconsin 4. Certification letter dated 04/27/2000 identifying "pultrusion" as "fiberglass" material, issued by Intertek Testing Services, Wisconsin, signed by Rocco J. Moro Manuel Perez, Product Control i rt"r NOA No 03- 0625.01 Expiration Date: May 19, 2008 Approval Date: September 11, 2003 Andersen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) D. STATEMENTS 1. Laboratory compliance letter for Test Report no. ATIMN 03006, issued by Architectural Testing Inc., dated 5/2/03, signed and sealed by Steven Urich, P.E. F. OTHER 1. Notice of Acceptance No. 03- 0415.16, issued to Andersen Corporation Corp., Series "Single Outswing and Fixed Clad Wood French Door, approved on 5/15/03 and expiring on 5/19/08. .• ... • . • • • •• •• • • • • • • .. ••• •• • • • •• • • • • ••• • • • • • • • • • • • • • • • • • •• • • • • • • SY. • • • • • • •. •• • •.• • • • •• • • • • • • • • • •• • •.• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• • • • ••• • • • • • • • • • •• • • • • • • • • • • •••• • • • • • • .. •••• ... • • • • • •• •• .. • • • • • • • • • •••• • • • • •••• • • • • • • •• • •• •• • • • .• .1� Manuel Perez, P uct Control NOA No 03- 0625.01 Expiration Date: May 19, 2008 • Approval Date: September 11, 2003 82313' • MAX. UNIT. 11010111 NOTES: • • 4 • 4 • 4 • 4 • 17.000' MAX. BOTH 7.000 RECEIVER HOOKBOLT (15.316) 1. 4/6 • • • • B t • • • •• • 90 000000LT (32.67•) • HOOIbOLT (6.373) 16 125' MAX UNIT WIDTH 10.000" r f, A - 10.000' �._.. L -J A A VIEWED FROM C C EXTERIOR 6.000' MAX 000' MAX O.C. TYP IDES 8.000' CLEFAELMI TWO 316110 FW0- 296110 FW0- 276110 FW 0 -3168A FW O -2966A FWO -27680 UNIT DP RATINGS 95. 38' MAX. UNIT HEIGHT 4. PANEL CONSTRUCTION: THE WOOD PANELS CONTAIN BLIND MORTISE AND TENON, DOWEL, SCREWED 640 GLUED CORNER C STRUCTogEN. • • • METAL PANEL-FRAME ATIACHOENT CUPS ME LOCATED 10.000' FROM CORNERS & 17.000' 0.C L (STTTIONrRY UNITS ONE:. • • • • 5. WEATHERSTRIPPING: • • • • • • • • ONE ROW OF SANTOPENE BULB AT THE 9E010E1E6 OF IHE PANEL. • • • • • • • • • • • • • • • • • • 6. GLASS BITE: A 0.563' GLAZING BITE WAS URUZED ON ALL UNITS • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 36.125' MAX. UNIT WDTH- 11 r +-1 D -1 AX NIEUL '0 " +� A -• VIEWED FROM EXTERIOR ••• • • • •• • 14.000' O.C. MAX. TYP BOTH SIDES \ 111 6.000' 2. GLAZING SPECIFICATIONS: HEAT 5TRENGTHENED: THE UNITS ME GLAZED WITH .410 ASTM N001NAL (.392 ANDERSEN NOMINAL) CRAY OR CLEAR LAMINATED GLASS, COMPOSED OF ONE 5/32' THICK HEAT-STRENGTHENED GLASS SHEET WITH A .090' PVB INNER LAYER MANUFACTURED BY DUPONT OR 50LUIIA. AND ONE 5/32' THICK HEAT - STRENGTHENED GLASS SHEET. ANNEALED'. THE UNITS ARE GLAZED WITH 17/32' (.532) NOMINAL GRAY OR CLEAR LAMINATED GLASS COMPOSED ONE 7/32' THICK ANNEALED INNER SHEET WITH A .090' PVB INNER LAYER MANUFACTURED BY DUPON1 OR SOLUTIA AND ONE 7/32' THICK ANNEALED OUTER SHEET. • • • • • • • • • • • • GLAZING 007)400: • �p WITH • SIL W00D STOPS ARE USED ON HE THE NTEROR, SECURED DI WITH 1.500' STAPLES SPACED 8.000" 151 SEMEN 4ILEI W409 D.04 OCCO• r o TITE%4.000' O.C. 3. FRAMC CONSTRUCT/ON: • • • • • • • • • • • • CORNERS ARE COPED, BUTTED. 01000 AND THEN FASTENED USING FOUR /10 X 2.500' LONG SCREWS PER HEAD JAMB CORNER AND FOUR / ID X 2.500' LONG SCREWS PER SILL JAMB CORNER. +62 -77 PSF IWO -31005 FW0 -29805 FW0 -27805 M0 -21805 62/ -77 PSF 62/ -77 P5 FRO- 31611S FWO- 296115 TWO- 276115 TWO- 216115 FW0 -31685 +82 -77 PSF FRO -29685 +62/ -77 951 FW0 -27695 +62/ -77 PSF TWO -21685 + 62/ - PSF UNIT DP RATINGS 95.438' MAX. UNIT HEIGHT 1.496 RECIVER 1100618011 (46.441) B _ RECIVER H006180LT (32.677) REC VER HOOKBOLT (6.373) ' 30.175' MAX. UNIT 90010 r A mow W0' � ! MAx } 0 C B A 8/16/03 4/7/03 9/20/00 4/20/00 8/6/99 REV15)0N 4.537 APPROA • 8/16/03 FW03180 ACTIVE I / I / I / I/ / I 30.666' • / // I A VIE C C VIEWED FROM EXTERIOR 1. INSTALLATION METHODS: SILL: THE SILL 15 SET IN SILICONE 80CKBEDDING. HEAD: THE HEAD 6 SECURED IN THE ROUGH OPENING USING TWO 1/4' TAPCON SCREWS AT 10' FROM EACH END INTO MASONRY OR /10 515 AT 10' FROM EACH END. THE LOCK KEEPER SCREWS ARE LOCATED ONE PER TOP AND 601100 KEEPER. AND TWO PER 14I0SPAN KEEPER. J00185: THE JAMBS ARE SECURED USING 1/4' TAPCON SCREWS INTO MASONRY DR /10 505 9610 WOOD. FA5TEN0R5 ARE 5PACE0 AT 7' FROM ENDS AND fY MAX. 0.C. FOR THE 611A AND 68A DOORS AND SPACED AT 6' FROM ENDS AND 14" L4AK. 0.C. FOR 60A NC ALL 5 DOORS. MASONRY: TAPCON SPACING 6 THE 5061E AS WOOD SCREWS SPACING. Irrtf FRENCHWOOD OUTSWING (FWO) PATIO DOOR UNIT - IMPACT SINGLE 1411. 1 of 5 8.000" MAX. 27.000' 0.C. MAX. 14.000' 0.C. MAX. TM BOTH SIDES 6.000' 8°88. MAX. WANG WNM&'R DADE -FWD- IMPACT TW0 -31800 FRO -2980A FW0 -2780A +65/ -75 PSF +65/ -75 PSF +65/ -75 P51 UNIT DP RATINGS Andersen Corporation Bayport. Minnesota 55003 ° s)CU a �' c sr`Oi... °0m `w` i • i 1 1 \ 4,537' 36.6Fr' • i • `\ i • • • • I • • I • • FW0316.1 •• w.1f1•E0 •• 1 •• / / • •1 / ••••:••/ 4 / 1 • I/ - : •I •• 4 ••I 1 / - I _ I 00403180 STATIONARY I . I .. _ I I I 82313' • MAX. UNIT. 11010111 NOTES: • • 4 • 4 • 4 • 4 • 17.000' MAX. BOTH 7.000 RECEIVER HOOKBOLT (15.316) 1. 4/6 • • • • B t • • • •• • 90 000000LT (32.67•) • HOOIbOLT (6.373) 16 125' MAX UNIT WIDTH 10.000" r f, A - 10.000' �._.. L -J A A VIEWED FROM C C EXTERIOR 6.000' MAX 000' MAX O.C. TYP IDES 8.000' CLEFAELMI TWO 316110 FW0- 296110 FW0- 276110 FW 0 -3168A FW O -2966A FWO -27680 UNIT DP RATINGS 95. 38' MAX. UNIT HEIGHT 4. PANEL CONSTRUCTION: THE WOOD PANELS CONTAIN BLIND MORTISE AND TENON, DOWEL, SCREWED 640 GLUED CORNER C STRUCTogEN. • • • METAL PANEL-FRAME ATIACHOENT CUPS ME LOCATED 10.000' FROM CORNERS & 17.000' 0.C L (STTTIONrRY UNITS ONE:. • • • • 5. WEATHERSTRIPPING: • • • • • • • • ONE ROW OF SANTOPENE BULB AT THE 9E010E1E6 OF IHE PANEL. • • • • • • • • • • • • • • • • • • 6. GLASS BITE: A 0.563' GLAZING BITE WAS URUZED ON ALL UNITS • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 36.125' MAX. UNIT WDTH- 11 r +-1 D -1 AX NIEUL '0 " +� A -• VIEWED FROM EXTERIOR ••• • • • •• • 14.000' O.C. MAX. TYP BOTH SIDES \ 111 6.000' 2. GLAZING SPECIFICATIONS: HEAT 5TRENGTHENED: THE UNITS ME GLAZED WITH .410 ASTM N001NAL (.392 ANDERSEN NOMINAL) CRAY OR CLEAR LAMINATED GLASS, COMPOSED OF ONE 5/32' THICK HEAT-STRENGTHENED GLASS SHEET WITH A .090' PVB INNER LAYER MANUFACTURED BY DUPONT OR 50LUIIA. AND ONE 5/32' THICK HEAT - STRENGTHENED GLASS SHEET. ANNEALED'. THE UNITS ARE GLAZED WITH 17/32' (.532) NOMINAL GRAY OR CLEAR LAMINATED GLASS COMPOSED ONE 7/32' THICK ANNEALED INNER SHEET WITH A .090' PVB INNER LAYER MANUFACTURED BY DUPON1 OR SOLUTIA AND ONE 7/32' THICK ANNEALED OUTER SHEET. • • • • • • • • • • • • GLAZING 007)400: • �p WITH • SIL W00D STOPS ARE USED ON HE THE NTEROR, SECURED DI WITH 1.500' STAPLES SPACED 8.000" 151 SEMEN 4ILEI W409 D.04 OCCO• r o TITE%4.000' O.C. 3. FRAMC CONSTRUCT/ON: • • • • • • • • • • • • CORNERS ARE COPED, BUTTED. 01000 AND THEN FASTENED USING FOUR /10 X 2.500' LONG SCREWS PER HEAD JAMB CORNER AND FOUR / ID X 2.500' LONG SCREWS PER SILL JAMB CORNER. +62 -77 PSF IWO -31005 FW0 -29805 FW0 -27805 M0 -21805 62/ -77 PSF 62/ -77 P5 FRO- 31611S FWO- 296115 TWO- 276115 TWO- 216115 FW0 -31685 +82 -77 PSF FRO -29685 +62/ -77 951 FW0 -27695 +62/ -77 PSF TWO -21685 + 62/ - PSF UNIT DP RATINGS 95.438' MAX. UNIT HEIGHT 1.496 RECIVER 1100618011 (46.441) B _ RECIVER H006180LT (32.677) REC VER HOOKBOLT (6.373) ' 30.175' MAX. UNIT 90010 r A mow W0' � ! MAx } 0 C B A 8/16/03 4/7/03 9/20/00 4/20/00 8/6/99 REV15)0N 4.537 APPROA • 8/16/03 FW03180 ACTIVE I / I / I / I/ / I 30.666' • / // I A VIE C C VIEWED FROM EXTERIOR 1. INSTALLATION METHODS: SILL: THE SILL 15 SET IN SILICONE 80CKBEDDING. HEAD: THE HEAD 6 SECURED IN THE ROUGH OPENING USING TWO 1/4' TAPCON SCREWS AT 10' FROM EACH END INTO MASONRY OR /10 515 AT 10' FROM EACH END. THE LOCK KEEPER SCREWS ARE LOCATED ONE PER TOP AND 601100 KEEPER. AND TWO PER 14I0SPAN KEEPER. J00185: THE JAMBS ARE SECURED USING 1/4' TAPCON SCREWS INTO MASONRY DR /10 505 9610 WOOD. FA5TEN0R5 ARE 5PACE0 AT 7' FROM ENDS AND fY MAX. 0.C. FOR THE 611A AND 68A DOORS AND SPACED AT 6' FROM ENDS AND 14" L4AK. 0.C. FOR 60A NC ALL 5 DOORS. MASONRY: TAPCON SPACING 6 THE 5061E AS WOOD SCREWS SPACING. Irrtf FRENCHWOOD OUTSWING (FWO) PATIO DOOR UNIT - IMPACT SINGLE 1411. 1 of 5 8.000" MAX. 27.000' 0.C. MAX. 14.000' 0.C. MAX. TM BOTH SIDES 6.000' 8°88. MAX. WANG WNM&'R DADE -FWD- IMPACT TW0 -31800 FRO -2980A FW0 -2780A +65/ -75 PSF +65/ -75 PSF +65/ -75 P51 UNIT DP RATINGS Andersen Corporation Bayport. Minnesota 55003 ° s)CU a �' c sr`Oi... °0m `w` i • 1 1 \ 4,537' 36.6Fr' • i • `\ i • • • • I • • I • • FW0316.1 •• w.1f1•E0 •• 1 •• / / • •1 / ••••:••/ 4 / 1 • I/ - : •I •• 4 ••I Ii I= 82313' • MAX. UNIT. 11010111 NOTES: • • 4 • 4 • 4 • 4 • 17.000' MAX. BOTH 7.000 RECEIVER HOOKBOLT (15.316) 1. 4/6 • • • • B t • • • •• • 90 000000LT (32.67•) • HOOIbOLT (6.373) 16 125' MAX UNIT WIDTH 10.000" r f, A - 10.000' �._.. L -J A A VIEWED FROM C C EXTERIOR 6.000' MAX 000' MAX O.C. TYP IDES 8.000' CLEFAELMI TWO 316110 FW0- 296110 FW0- 276110 FW 0 -3168A FW O -2966A FWO -27680 UNIT DP RATINGS 95. 38' MAX. UNIT HEIGHT 4. PANEL CONSTRUCTION: THE WOOD PANELS CONTAIN BLIND MORTISE AND TENON, DOWEL, SCREWED 640 GLUED CORNER C STRUCTogEN. • • • METAL PANEL-FRAME ATIACHOENT CUPS ME LOCATED 10.000' FROM CORNERS & 17.000' 0.C L (STTTIONrRY UNITS ONE:. • • • • 5. WEATHERSTRIPPING: • • • • • • • • ONE ROW OF SANTOPENE BULB AT THE 9E010E1E6 OF IHE PANEL. • • • • • • • • • • • • • • • • • • 6. GLASS BITE: A 0.563' GLAZING BITE WAS URUZED ON ALL UNITS • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 36.125' MAX. UNIT WDTH- 11 r +-1 D -1 AX NIEUL '0 " +� A -• VIEWED FROM EXTERIOR ••• • • • •• • 14.000' O.C. MAX. TYP BOTH SIDES \ 111 6.000' 2. GLAZING SPECIFICATIONS: HEAT 5TRENGTHENED: THE UNITS ME GLAZED WITH .410 ASTM N001NAL (.392 ANDERSEN NOMINAL) CRAY OR CLEAR LAMINATED GLASS, COMPOSED OF ONE 5/32' THICK HEAT-STRENGTHENED GLASS SHEET WITH A .090' PVB INNER LAYER MANUFACTURED BY DUPONT OR 50LUIIA. AND ONE 5/32' THICK HEAT - STRENGTHENED GLASS SHEET. ANNEALED'. THE UNITS ARE GLAZED WITH 17/32' (.532) NOMINAL GRAY OR CLEAR LAMINATED GLASS COMPOSED ONE 7/32' THICK ANNEALED INNER SHEET WITH A .090' PVB INNER LAYER MANUFACTURED BY DUPON1 OR SOLUTIA AND ONE 7/32' THICK ANNEALED OUTER SHEET. • • • • • • • • • • • • GLAZING 007)400: • �p WITH • SIL W00D STOPS ARE USED ON HE THE NTEROR, SECURED DI WITH 1.500' STAPLES SPACED 8.000" 151 SEMEN 4ILEI W409 D.04 OCCO• r o TITE%4.000' O.C. 3. FRAMC CONSTRUCT/ON: • • • • • • • • • • • • CORNERS ARE COPED, BUTTED. 01000 AND THEN FASTENED USING FOUR /10 X 2.500' LONG SCREWS PER HEAD JAMB CORNER AND FOUR / ID X 2.500' LONG SCREWS PER SILL JAMB CORNER. +62 -77 PSF IWO -31005 FW0 -29805 FW0 -27805 M0 -21805 62/ -77 PSF 62/ -77 P5 FRO- 31611S FWO- 296115 TWO- 276115 TWO- 216115 FW0 -31685 +82 -77 PSF FRO -29685 +62/ -77 951 FW0 -27695 +62/ -77 PSF TWO -21685 + 62/ - PSF UNIT DP RATINGS 95.438' MAX. UNIT HEIGHT 1.496 RECIVER 1100618011 (46.441) B _ RECIVER H006180LT (32.677) REC VER HOOKBOLT (6.373) ' 30.175' MAX. UNIT 90010 r A mow W0' � ! MAx } 0 C B A 8/16/03 4/7/03 9/20/00 4/20/00 8/6/99 REV15)0N 4.537 APPROA • 8/16/03 FW03180 ACTIVE I / I / I / I/ / I 30.666' • / // I A VIE C C VIEWED FROM EXTERIOR 1. INSTALLATION METHODS: SILL: THE SILL 15 SET IN SILICONE 80CKBEDDING. HEAD: THE HEAD 6 SECURED IN THE ROUGH OPENING USING TWO 1/4' TAPCON SCREWS AT 10' FROM EACH END INTO MASONRY OR /10 515 AT 10' FROM EACH END. THE LOCK KEEPER SCREWS ARE LOCATED ONE PER TOP AND 601100 KEEPER. AND TWO PER 14I0SPAN KEEPER. J00185: THE JAMBS ARE SECURED USING 1/4' TAPCON SCREWS INTO MASONRY DR /10 505 9610 WOOD. FA5TEN0R5 ARE 5PACE0 AT 7' FROM ENDS AND fY MAX. 0.C. FOR THE 611A AND 68A DOORS AND SPACED AT 6' FROM ENDS AND 14" L4AK. 0.C. FOR 60A NC ALL 5 DOORS. MASONRY: TAPCON SPACING 6 THE 5061E AS WOOD SCREWS SPACING. Irrtf FRENCHWOOD OUTSWING (FWO) PATIO DOOR UNIT - IMPACT SINGLE 1411. 1 of 5 8.000" MAX. 27.000' 0.C. MAX. 14.000' 0.C. MAX. TM BOTH SIDES 6.000' 8°88. MAX. WANG WNM&'R DADE -FWD- IMPACT TW0 -31800 FRO -2980A FW0 -2780A +65/ -75 PSF +65/ -75 PSF +65/ -75 P51 UNIT DP RATINGS Andersen Corporation Bayport. Minnesota 55003 ° s)CU a �' c sr`Oi... °0m `w` 51 DOWEL. FLUTED 5.000' 52190 BIRCH 5.000 0,430 50 DOWEL. FLUTED 6.500 52190 BIRCH 6.500 0438 49 COVER, JAMB SIDE HINGE 57090 - - 48 COVER, JAMB SIDE RECEIVER 59091 - - - 47 JAMB, SIDE RECEIVER 57089 - - - 46 JAMB. SIDE HINGE 57088 - - - 45 CORNER LOCK, FRAME 57026 ALUMINUM - - 44 SCREW, #10 X 5.000" 3629002 STAINLESS STEEL - - 43 1/4" OW4CIER TAPCON - STEEL - - 42 SCREW, 110 -24 UNC X .500 PH FL 5S. S90 3622198 STEEL - - SCREW, -24 UNC X .500 PH FL, SS, TT 3622197 STEEL - - 110 SCREW. 10 -24 UNC X .500 PH FL. S5, WH/ 3627196 STEEL - - 41 3 PONT LOCKING 14ECHA95M 57139 STEEL - - 40 PLATE, HINGE SUPPORT 57028 STEEL 3.217 3.900 39 CUP. ATTACHMENT - IMPACT 57075 STEEL GAV. - - 38 SCREW, (8 -18 X 1' 3620910 STEEL - - 37 STAPLE. 1/2 X 3/4" I6GA 4220220 STEEL - - 36 FILLER, 514,110N4RY PANEL 57056 PVC 1.366 0.387 35 PANEL, SILL STOP 57060 PONDEROSA PINE 0.670 0.670 34 SEALANT 44050037 SILICONE - - 33 SCREW, 8 X .500` 3269050 STAINLESS STEEL - - 32 SCREW, 110 X 2.500" 3621230 STEEL - - 31 RIGHT, SILL LOCK 57014 POLYPROPLENE 1.301 1.557 30 LEFT. SILL LOCK 57013 POLYPROPLENE 1.301 1.557 29 STOP, GLAZING STILE 51081 PONN4R054 PINE 0.870 0.875 28 STOP. GLAZING RAIL 51080 PONDEROSA PINE 0.870 6.875 27 SCREW, /10 X 3.000" PK00170 STEEL - 26 SPACER. 1.000" GLASS 20065 PVC 0.375 0.188 25 PANEL. 010P HEAD 57025 PONDAROS4 PINE 0.679 1.500 24 PANEL, STOP SIDE 57041 P090090SA PINE 0.679 1.500 23 SEALANT (DOW CORNING) 44 60001 2/4 2 SIUCONE - - 22 WATERBAR, TOP RAIL 57046 POLYPROPYLENE 0.480 0.450 21 51APLE, 1.500' X 1/4' 4220500 STEEL GALV. 1.500 0.049 19 FILLER, RAIL TOP 57012 FIBERGLASS 1.844 1.572 18 FILLER, RAIL BOTTOM 57011 FIBERGLASS 1.644 1.957 17 FILLER LOCK 5111E 57010 FIBERGLASS 1.118 0.688 16 FILLER. HINGE STILE 57009 FIBERGLASS 1.118 1.609 15 W /S. GASKET 52172 SANTOPRENE 0.385 0.893 14 RAIL. TOP 52171 PONDEROSA PINE 4.438 1.719 13 RAIL, 0011044 52173 P01104940050 PINE 8.594 1.719 12 STILE. HINGE 57022 PONDAROSA PINE 4.113 1.719 11 STILE. LOCK 57023 PONDEROSA PINE 4.113 1.719 10 LAMINATED GLASS 04170 - - - 9 FLANGE. HEAD 16073 VINYL 2.166 0.394 8 FLANGE, SIDE 16073 VINYL 2.166 0.394 7 SEALANT MD50034/35/36/44 S7UCONE - - 6 HINGE ASSEMBLY 57049/50 ZINC STEEL - - 5 SILL ASSEMBLY 57027 VINYL /ALU 1.147 5.265 4 JAMB. SIDE 57019 PON009056 PINE 1.234 4.202 3 COVER. JAMB SIDE ' 57031 FIBERGLASS 1.210 2.911 2 JAMB, HEAD 57018 PONDEROSA PINE 4.234 4.202 1 COVER, JAMB HEAD 57030 018ERG1055 1.210 2.911 ITCH N0. DESCRIPTION PART MATERIAL HEIGHT WIDTH DRAWING RE1'ERANCE LIST PAO -3180 2 7 11 FW0 -2980 2 7 11 PRO -2780 2 7 11 44'0 -31611 2 5 9 GYM -29641 2 5 9 FT10 -27611 2 5 9 090 -3168 2 5 9 FW0-2968 2 5 9 FW0-7768 2 5 9 UNIT 1 OF SCREWS 1 OF SCREWS 1 OF SCREWS OES THROUGH H000 JAMB THROUGH HINGE JAMB THROUGH LOCK JAMB ACTIVE UNITS • • •••• • • •••• • • • • • • • • • • • • • • • ••• • 1 ••• • II ••• • • 19 •••• • • • • • • • • • • 8 l ) j • • • • • • • • VIEW C -C MASONRY MIN. EMBEDMENT 1.250' 1/4' MAX. SHIM SPACE TYPICAL OETAL (HEA), JA349 & SILL) FASTENING DIRECT TO MASONRY USING 1APC095 10 -14 20 -24 BEAD BEAD BEAD 4 12 -16 2 12 -16 2 CUP, STATIONARY PANEL SCREW. /8 -18 X 1.000" SILICONE SILICONE SILICONE SCREWS. /8 X .500' SCREWS, 16 X .625 SCREWS, B X .625' SCREWS. l■ X 1.000' SCREWS, 10 X .500' SCREWS. 10 X 1.000 SCREWS 40 X 2.500' SCREWS 10 X 2.500" DESCRIPTION ATTACHMENT (RAMS TO PANEL / ONLY) ATTACHMENT or CLIP TO FRANC (STA710NARY ONLY) ATTACHMENT OF SILL 70 ROUGH OPENING ATTACHMENT OF HEAD TO 510E JAMBS ATTACHMENT OF SILL TO SIDE JAMBS A1IACHMENI OF SILL LOCK TO SILL & SIDE JAMBS ATTACHMENT OF CORNER LOCKS TO HEAD k 51OE JAMBS ATTACHMENT OF HINGE SUPPORT PLATE TO FRAME ATTACHMENT OF NOOKBOLT RECD AR TO FRAME ATTACHMENT OF HINGES 10 FRAME ATTACHMENT OF LA1CH RECEVER TO FRAME ATTACHMENT OF HEAD JAMB TO SIDE .LAMB A1141040M051 OF SILL TO SIDE JAM8 LOCATION FRAME FASTENERS UST 20 -24 BEAD BEAD 8 -10 13 -14 6 -8 4 2 2 SCREW. 18 -16 + 1' SIUCONE SILCONE NAL. 1.500" NAIL, 1.500" SCREW& 8 X 2.000' SCREWS 110 X 1.500' SCREWS #10 X 5.000' DOWEL. FLUTED 6.500' DOWEL, FLUTED 5.000' DESCRIPTION ATTACHMENT OF CUP TO PANEL (STATIONARY ONLY) ATTACHMENT Of TOP RAIL TO STILES AT 604490NT OF 90110m RAIL TO SIXES ATTACHMENT Of 1NSDIE GLASS 5T0P5 TO PANEL ATTACHMENT OF INSIDE HEAD 8 SILL GLASS STOPS 10 PANEL ATTACHMENT OF LOCK MECHANISM TO PANEL ATTACHMENT Or HINGES TO PANEL ATTACHMENT OF RAILS TO STILES ATTACHMENT Or 801700 RAIL TO STILES ATTACHMENT OF TOP RAIL TO SIXES LOCATION PANEL FASTENERS UST 0490 -3180 090 -2980 (W0 -2780 080 -2480 F140 -31641 0490 -29611 FW0 -27611 4'W0 -21611 090 -3168 FW0 -2968 090 -2768 F140 -2168 PANEL DES. 34.500 30.500 28.500 22.875 34.500 30.500 28.500 22.875 34.500 30.500 28.500 22.875 WIDTH 94.069 94.069 94.069 94.069 80.944 80.944 80.944 80.944 78.069 78.069 78.069 78.069 HEIGHT PANEL DIMENS10NS • • °aai 5:4 • • • • • •• • • •• ••• • • • •e • • • • • •• SCREWS LOCATED ON ALL FOUR CORNERS OF EACH PANEL •• DETAIL -A- • • SCALE. NONE • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• • ••• • • • FWO -3180 480 -2980 0W0 -2780 FW0 -2180 Fw0 -31611 FW0 -29611 FW0 -77611 FWO -21611 FW0 -3168 FWO -2968 FW0 -2768 MO-2168 LINO 0E5. 36.125 32.125 30.125 24.500 36.125 32.125 30.125 24.500 36.125 32.125 30.125 24.500 WIDTH 95.438 95.438 95.438 95.438 82.313 82.313 82.313 82.313 79.438 79.438 79.436 79.438 HEIGHT UNR OIMEN51090 OCATED ON CORERS PANEL • FWO -3180 FW0 -2980 FW0 -2780 FW0 -31611 080 -29611 FW0 -27641 FW0 -2168 060 -2968 FW0 -2768 UNIT DES. 2 2 2 2 2 2 2 2 2 1 or SCREWS THROUGH HEAD JAMB 7 7 / OF SCREWS THROUGH LH 8 RH JAMB 548110NAHY UNITS ALL PARTS MANUFACTURED TO ANDERSEN SPECIFICATION • AS NOTED BY ABOVE PART NUMBERS )23vmcil flU C 8/18/0 A 8/6/99 REVISION 7t - FRENCHWOOD OUTSWING (FWD) PATIO DOOR UNIT- IMPACT SINGLE Andersen Corporation Bayport. Minnesota 55003 '46:446'."14.%E. umsrt . �w ' 4 w tw[ •r¢v. c 9 xwOPAu nuns nax.ty. 8/18/03 sm. 2 Cr 5 PRODUCT REVISED ea tomtit's' with the Florida Balding Code Amputate 19 Dote DADE -FWO- IMPACT 01 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FWD -3180 80.562 79.500 95.437 1790 -2980 80.562 79.500 95.437 4410 -2780 80.562 79.500 95.437 FWO -7180 80.562 79,500 95.437 4410-3761 1 67.437 66.375 82.313 1410 -29611 67.437 66.375 82.313 FWO -27611 67.437 66.375 82.313 4140 -21611 67.437 66.375 82.313 T410-3168 64.562 63.500 79.437 4410 -2968 64.562 63.500 79.437 1140 -2768 64.562 63.500 79.437 Iwo -2168 64.562 63.500 79.437 UNIT GLASS DAYLIGHT UNIT DES. DIMENSION OPENING DIMENSION HEIGHT • • •• •• • • •••• • • • • • • • • 4 4 • 4 4 • •• • • • •••• •••• MAX. • 6 5 OIM. • • • • • (67.437 FOR • • • • 611 HEIGHT) •• •• •• • • 79.500` 1.4X. EXTERIOR 95. 38• • • • DAYUGH MAX. UNIT OPENING HEGHT • • • • • • • • (66.375 F4R (82.313 FOP. • • • 611 HEIGHT)• • • • 611 HEIGHT) • I ICHI • (80.944 FOR • 6.1.1.10.70 • • • 1/8' MIN. S:UCONE DEAD FULL LENGTH OF 5111. • d.• • • • • • INTERIOR ® le rL - • '11 �T1_ q � , � 2' X 6' SPF 12 WOOD DUCK 2' X 6' 5PE / WOOD BUCK SECTION A -A ACTIVE UNITS MIN. EMBEDMENT 1.430' (7 DIAMETERS) 1/4' LNX. j SHIN SPACE •• •4 • • 1.250 • • • • •• • 95. 36' MAX. UNIT HEIGHT • • 94.069" MAX. PANEL HEIGHT 80.562' MAX. GLASS DIM. 79.500' MAX. DAYLIGHT OPENING • • • • • • •• • •• • EXTERIOR / • •• • • • • • • • 14(8' MIN. SUNK 8IAD • • • • R II LENCTF`or S61 • • •• • • • • • • • • • r 6' SPF • • • • 12 WOOD BUCK • • r 6' SPF /2 WOOD BUCK STATIONARY 5NI10 1.250 MIN. EMBEDMENT 1.430" (7 DIAMETERS) .410 ASTM NOMINAL (.392 ANDERSEN NOMINAL) 7/32' ANNEALED • .563' GLASS BITE .090' PV13 .563" 7/32" ANNEALED 01A55 BITE .410 ASTM NOMINAL (.392 ANDERSEN NOMINAL) HEAT -S1 RENO] HENED 1AIIINAI ED GLASS CONSTRUCTION. .410 A5114 NOM:NA1. (.392 ANDERSEN NOMINAL) .090' PVB 5/32' HEAT 5/32' HEAT STRENGTHENED STRENGTHENED .410 A5TM 14018NAL (.392 ANDERSEN NOMINAL) HEAT- STRENGTHENED LAMINATED GLASS CONSTRUCTION. PRODUCT REVISED n complylvl whit 6s Melds BsINep Code Acceptance Expleadaa Dale Tr. V ITTICr:... • O ! •M FRENCHWOOD OUTSWING (FWO) PATIO DOOR UNIT- IMPACT SINGLE Andersen Corporation Bayport, Minnesota 55003 ORAa68 mM•ER 8/18/03 SW 3 or 5 DADE -FWO- IMPACT 71.1' /6 WWI MOMS. CONCOMT. OA= L. WO.. A.M.. . 00/0Acw 14.0A. n o4sr ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • •.• • • • ..• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• 3 -POINT LOCK LOCATIONS • • • • •• •• •• • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• ••• • • • • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• v©m o ovma A 8/6 99 RYSON • • • • • • • • • • • • • • • • • • • • • •••• •••• • • • • •••• •••• ••• • • • • • •• •• •• • • • • • • • • • • • • • • ••• • • • •••• •••• • • • •• • PRODUCT REVISED cooPPOIS with the Fkdda Sokliog Cods Aoogmm N rmi FRENCHW00D OUTSWING (Fwo) PATIO DOOR UNIT- IMPACT SINGLE Andersen Corporation mimeo. Bayport. mimeo 65003 Sot 4 OF 5 DADE -FWO- IMPACT . • • • • • • No Q/ rmQ•et i+ 0510 -3180 28000 24.875 36.725 FW0 -2980 22.000 20.875 32.125 6800 -2780 20.000 18.875 30.725 0510 -2180 14.375 13.250 24.500 FW0 -31611 26.000 24.875 36.125 850 -29611 22.000 20.875 32.125 ENO-27671 20.000 18.875 30.125 050 -2161 1 14.375 13.250 24.500 0800-3168 26.000 24.875 36.725 6510 -2668 22.000 20.875 32.725 6510 -2768 20.000 ■8 875 30.725 FW0 -2168 14,375 13.250 24.500 UNIT GLASS DAYLIGHT UNIT DES. DIMENSION OPENING DIMENSION WIDTH • • ••• • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• 2' X 6' SPF 8000 BUCK 2' X 6' SPF /2 W000 BUCK SECTION E -E STATIONARY UNITS INTERIOR EXTERIOR 24.875' MAX. DAYLIGHT OPENING 26.000' MAX. GLASS DIMENSION 34.500' MAX. PANEL WIDTH 36.125' MAX. UNR WIDTH • • • ••• • • • • • • • • • • • • •/4' MAX. • • • • • • • • • S•1• SPACE • • • • • • • • • • • • • • • • • • ••• ••• • • • • • • • • •• ••• • • • • • • • • • •• • • • • ••• es © 0 If- r r 1/4' MAX. SHIM SPACE MIN. EMBEDMENT 1.430' (7 DIAMETERS) SECTION B -B ACTIVE UNITS INTERIOR EXTERIOR 24.875' MAX. DAYLIGHT OPEN.NG 28.000' MAX. GLASS DIMENSION 34 500' MAX. PANEL WON 38.125' MAX. UNIT WIDTH 2' X 6' 5PF /2 WOOD BuCK N N. EMBEDMENT 1.430' (7 DIAMETERS) 2' X 6' SPF /2 WOOD BUCK E 8/18/03 0 4/7/03 C 9/28/00 8 4/20/00 A 8/6/99 REVISION • • • • • •• • •••• • • •••• • • •• •• • • • • • • • • • • • • • •••• • • • •• • • • • • • •••• • • • • •••• • • ••• • • • • • • •• GEE FRENCHWOOD OUTSWING (FWD) PATIO DOOR UNIT - IMPACT SINGLE Andersen Corporation Bayport, 4834cola 55003 co..4nn .4vw. aaN.d.on 11•4 ALL. Aom •10.46. 0%18 /03 CROW 143 �1 / a 5 DADE -FWO- IMPACT 5 • •• aria OM*. .nw . o4P •oM cP nnctw. • •••• • • • •• • PRODUCT REVISED .4 complying with IM Plod& Aclep..c. No" A. / Of Date • • Issue Date: 1215/2006 Owner's Name: CONRAD BROWN Permit Type: Screen Enclosures Work Classification: Addition /Alteration Job Address: 117 98 Street NE Additional Information Miami Shores Village, FL Contractor(s) HOME OWNER Phone Primary Contractor Yes Type of Work: Porch Classification: Residential 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. 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 Amount CCF $1.80 CO /CC Fee $150.00 Education Surcharge $0.60 Inspection Fee $75.00 Inspection Fee $75.00 Inspection Fee $75.00 Inspection Fee $75.00 Notary Fee $5.00 Plan Review Fee (Engineer) $60.00 Plan Review Fee (Engineer) $60.00 Scanning Fee $27.00 Technology Fee $7.50 Total: $611.90 Building Department File Copy Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 06/03/2007 Parcel #: Block: Section: Permit Status: APPROVED Permit Number: SENC -10 -06 -2596 Phone: Lot: PB: Total Square Feet: Total Valuation: Re s uired Ins ' ections Slab Final Framing SCREEN ENCLOSURE 1132060132300 20 $ 2,450.00 Invoice Number SENC -12 -06 -26898 Total: Amt Due $611.90 'DEC 0 6PAID 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. - t DEC 0 8 2006 (Y Passed Y Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -33965 Permit Number: SENC -10 -06 -2596 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 Department 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: Scree Encl • u -s Inspection T� Work Classification: Addition /Alteration Block: Phone Number Lot: Parcel Number 1132060132300 Page 2 of 2 0 L .. BUILDING p • $lx PERMIT APPLICATION FBC 2001 Permit Type (circle): Building lectrical Plumbing Roofing 6 ) ,(, ) Mechanical / [/ Owner's Name (Fee Simple Titleholder) , 2/0/1.) c� D Phone # y " j r ' Y Owner's Address ,/! 2 WE q O ��/� .�� c.e)ze - 3 as- 6q9---S31 City, JA . , _cjyCr k 5 State Zip 3 3 i3 Tenant/Lessee Name R!ECE VED FEB 7 1 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Job Address (where the work is being done) 67,4/)/g j ,4/S �7S City Miami Shores Village Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address City Qualifier Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) State Type of Work: ❑Addition ❑Alteration Describe Work: fI r 6/ motif /A) ,6-4i4f7t ❑New Permit No -I 0 y 1 Q.,\I Master Permit No. Phone # A6c ' County Miami -Dade Zip _ _ .; Zip Phone # Square Footage Of Work: /TO ❑ Repair/Replace • -337 _ h Submittal Fee $S l7 , 0 0 Permit Fee $ / ©0 CCF $ � j V CO /CC Notary $..5, 0 0 Training/Education Fee $ oa (7 Technology Fee $ t ct, i Scanning $ �^ ••••••••••••••••••••••••••••F •••••••••••••••••••••••••••••• Radon $ Zoning — Bond $ 3g Demolition Code Enforcement $ Structural Plan Review. $ r • Bonding Company's Name (if applicable) Bonding Companys Address City 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 occur seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not appred . a reinspection fee will be charged. Signature Owner or Agent Contractor The fore oing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of� , 20t'�4, b day of , 20 , by who is personally known to me or who has produced f ,L ) , who is personally known to me or who has produced 6 /pt - 6 0- DISC -Rs identification and who did take an oath. as identification and who did take an oath. NOT P ► : LIC: Sign: Print: Chc 12/15/03 My Commission Expires: APPLICATION APPROVED BY: • C 4t'"' sk " y ...:; State Zip NOTARY PUBLIC: Sign: Print: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning 8/3/2006 To: Current Owner 117 NE 98 Street Miami Shores Village, FL 33138- Permit: BP2004 -247 Address:117 NE 98 Street Miami Shores Village FL33138- Date Expired: 8/22/2004 Dear Sir or Madam Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And /or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8 -5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein." Please contact the Building Department, immediately upon receipt of this letter. Sincerely, MabelWdrgas Administrative Assistant i ds E ITO ScrEZET R n ' 9‘ Qc rtz 3243 - --,r" CUSTOMER MEASURER M )rit zi MAC ti 7,004 s n p • . V. J•� uJ ws ;.�''n :A • BY - --- -- 1 rCN'A ^' DATE q PAP oy -ay7 MAR - 4 2.004 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 3/4/2004 Applicant: CONRAD Owner: BROWN JOB ADDRESS: 117 Contractor Local Phone: Parcel # 1132060132300 NE 98 Signed: (Contractor or Builder) Building Permit Permit Number: BP2004 -247 BROWN CONRAD ST Contractor's Address: Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 - 70 E1/2 LOT 16 & ALL LOT 17 BLK Fees: FEE2004 -2341 FEE2004 -2342 FEE2004 -2343 FEE2004 -2344 FEE2004 -2345 FEE2004 -2346 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $100.00 $0.60 $5.00 $0.20 $2.50 $3.00 $111.30 Total Fees: $1 .3p Total Receipts: $0.00 - -Vt APR 1 6 PAID Permit Status: APPROVED Permit Expiration: 8/22/2004 Construction Value: $100.00 Work: REMOVE EXISTING KITCHEN TO PREPARE FOR NEW KITCHEN Page 1 of 1 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. BY: BUILDING PERMIT APPLICATION FBC 2001 Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) kJ v LU &J Phone # 3 0S 6 Q a 0 90 Permit Type (circle): Owner's Address C Ac.:0 / 5, , E.CS State Tenant/Lessee Name A --- .A9 RECEAvrED i) 7 2004 NF 98 Tz) 5T�5�T Cit Miami Shores Village County Miami -Dide Zip 3 Job Address (where the work is being done) //7 Is Building Historically Designated YES NO Contractor's Company Name fJZ, }AJE/2„ /Gj(.1 /C..054._ Phone # (3c)J S 9- Q� g9c. ) Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if appl; $ Value of Work For this Perm Type of Work: Addition Describe Work: AA6 A �Ie //AEX Submittal Fee $ .AA1 rice • * *L* * ** .. * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ['Alteration << Scl I'2. ' C) ' S Permit Fee $ CCF $ Notary $ Training/Education Fee $ Scanning $ Radon $ Miami Shores Village Building Department ❑New Zonin Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 � ^ � -��� Tel: (305) 795.2204 Fax: (305) 756.8972 j 3 Permit No/J/ -1 Master Permit No. A/ciPhone #63 Si 79 y Square Footage Of Work: 0?3 0/ S J -el Repair/Replace ❑ Dem li on Tech A ce, , A) .�itiT7 CO /CC Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) i ki/V y d A/ Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is sub 'ect to at achment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first ins ti s n whit o. curs s ' en (7) days after the building permit is issued. In the absence of such posted notice, the inspection wi of b appro •ed a d a r; spection fee will be charged. Signa Owner or Agent Contractor The foregoing instrument was acknowledged before me this ( The foregoing instrument was acknowledged before me this 20 d—.1 by 0 on (0 CA 16 rc , day of , 20 , by who is personally known to me or who has produced As identiAgation 1 day of who 1 •erson ly known to me or who has produced ttta§n oath. as identification and who did take an oath. NOT • • P :LIC: = a Commis • n #DD731984 NOTARY PUBLIC: -J ill 13,2007 Sign: � � ,i Th rn h- Sign: Print: h i"t. Print: My Commission Expires: Signature My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. *********************************************************************** p**c' ********** * * * * * * * ** * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: / l /7"L 4 O /" J am. Plans Examiner Engineer Zoning Chc 12/15/03