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WS-10-411
Scheduled Inspection Date: May 02, 2011 Inspector: Bruhn, Norman Owner: MERRY, MICHAEL & MARIELA Job Address: 801 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments April 29, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 141802 Permit Number: WS- 3- 10-411 For Inspections please call: (305)762 -4949 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060142580 WINDOWS REPLACEMENT PasseG %� r ,7, / Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 141263. CREATED AS REINSPECTION FOR INSP- 141181. Same comments NB ec_ Page 1 of 27 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Address: 1 NI L 9 . JOB ADDRESS: r9' I ' ST Address: City: Value of Work for this Permit: $ Type of Work: DAddress ❑Alteration Description of W Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 4'-i iG r - E Permit No. Master Permit No. CONTRACTOR: Company Name: e 442 1.1 e Phone #: 1 M 9 7 -- 5 T ( e� State: F JAN 262011 1; B Zip: 2 3 i 3rrr Ca-k- -- C013-- x$12 Phone #: 5 4 ✓ 7A 6(34- City: 1 d AFC 1 J 4 State: Zip: S i 3 e Tenant/Lessee Name: Phone #: Email: City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: ©s ;57 loot Zip: 3 3 1 3 d - Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: DESIGNER: Architect/Engineer: Phone #: Email Address: Square/Linear Footage of Work: ONew ORepair/Replace ODemolition Ar 01 1. • COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ***************************************F ** * * * *, * * * ** * *** * ** **** * * * * ** * ** * * * ** * * * ** o Submittal Fee $ Permit Fee $ _ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ , `., 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 approved and a reinspection fee will be charged. Signature Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of \ , 20 it by )11 lejH46,L , T l (tl , day of , 20 , by who is personally known to me or who has produced P.AD who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: ' ` \\ � ` � `t ttt1 i i ut� t ����� NOTARY PUBLIC: � � ., Sign: r ' �►� - _z;1,� 4 Print: ®r ,P - Print: • My Commission Expires: APPROVED BY 1 4 Signature Owner or Agent Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) My Commission Expires: Plans Examiner Zoning qq CHANGE OF CONTRACTOR 1 ARCHITECT Permit N.W 5i0 -4 411 Owner's Name (Fee Simple Title Holder): ` I G R 7 Phone #: 3 0 7 50 ° 4. Owner's Address: C i R C 97 s' i City: <1 5 5 State : Zip Code: 3 313 c Job Address (Of where work is being done): f' i q +' ST a City: Miami Shores State: Florida Zip Code: 3 3i 3 g" Contractor's Company Name: i t r c- (a- H e i 7 Address: i r - m S 'r City: SLA• 9 5 t-ta 4 State: Zip Code: 1 3 1 3 8 Qualifier's Name : Lic. Number: Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: I hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless for all legal involvement. Signature owner on < nt The foregoing instrument was aknowle ged before me / �,,� thiAfday of l ,20t(,by l0...vy L(Z 1 Who is ■„;,, sonally known to me or who has produced Notary Public: Sign: Seal: R .r 2 L C-c_ Lei k '> d c j e \\eeeI 11111 11/0„, / A r /e h � ✓ M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Phone #: S S7 9 Signature Contractor or Architect The foregoing instrument was aknowledged before me this day of , 20 by who is personally known to me or who has produced as indentification. as indentification. Notary Public: Sign: Seal: OWNER BUILDER DISCLOSURE STATEMENT NAME: 1 \ I t 4 4 Z M CAA"( DATE: I/ L f 2 c i 1 ADDRESS: C= ' f `• 1 = 1 Sr t 4 H ' t 5 g3 Fi ? 3 / 3 e 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 I 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 new form states 75,000). 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 understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Initial 4 Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial Initial 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built bstantially improved it for sale or lease, which violates the exemption. .. ri 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http:// uwvw. mvfloridalicense .com/dbor/pro /cilbfindex.htmll Initial \g ` 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial / f1 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of k_ , 20 1 14A l ( VA'l�� M (w Produced there License or Pt_, 1 as identification. >+..1 �NE Initial Initial who was personally known to me or who has Initial Michael J. Merry Sept 19th 2010 Mosto General Contractor 19664 Villa Rosa Loop Ft. Myers Florida 33967 Re Miami Shores Permit WS3- 10-411 To Who It May Concern This letter is being sent via Certified Mail. Cordially Michael J Merry 1 801 NE 97th St Miami Shores FL 33138 (305) 613 2812 I am advising you at this time that I am removing you as a contractor related to this Permit Number and that I no longer wish you to handle anything connected with the job. 7010 0290 0002 6320 1005 PLACE STICKER AT TOP OF ENVELOPE TO THE RIGHT OF THE RETURN ADDRESS, FOLD AT DOTTED LINE CERTIFIED MAIL „; 7010 0290 0002 6320 1005 7010 0290 0002 6320 0961 y.. ,,• PLACE STICKER AT TOP OF ENVELOPE TO THE RIGHT .. �OF THE RETURN ADDRESS, FOLD AT 0OTIE0 LINE C ERTIFIED MA IL r ' - 1 rtsI 144 `fl r S t-02-F3 Ft-oll op( 33r5 MEVA y i u- T7 ST ' 1_cQ,o4 33 1 R 1 7010 0290 0002 6320 0961 gfr\ 'hoS g ESL N�p. CTO I C G. UcLLA osA a � M EZ S FL_C.3 2 t UA e 2 19 �-) 33967 $§;13e(02527 tR 61-N55 1 ( 3 4 © `jtS P ri E S- ITC 2 c c tS, 30E Ja1 untmmo 11 MIAMI 3315 s•rL 33153 AMOUNT X2.80 1000 33967 00053072 -08 UNITED STATES POSTAL SERVICE N IBa t 337 DE 1 00 1011E110 RETURN TO SENDER UNCLA1I'1ED UNABLE TO FORWARD DC: 33130352701 *0908 04530- 20-41 1111111,11 1 111111 1111111 1 1111)11 111111111111,11111111111111111 UMTEDSTATES POSTAL S ERVI CE , 1000 ` I LV 4D NIXIE U.S. POSTAGE MIAMI PAID S AMOUN 10 T 000530 I__ r ) 1-1/) ::‘ 331 DC 1 00 10/12/10 RETURN TO SENDER UNCLAIMED UNABLE TO FORWARD DC: 331262S2701 *0006- 04531 -20 -41 1►, I1 ,1,II„ ►,}I ►,II,l ►,1,,,11l,1,ll „}1111 „ }lh,,,1,1 }11,11! BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): /" I / GO' 4 EL M/ kQ r Phone #: Address: City: A/ h tf State: el- Zip: 3/ 3 8 Tenant/Lessee Name: Phone #: 30,5' 6/3 2g- Email: /p lc– gq,LVA/ HE Kizy & (.457-h4 /c.eel JOB ADDRESS: g ( N C n 5r Building Department Miami Shores Village 13a3zW31 JAN 3 1 1011 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 C Permit No. OS r 4 Master Permit No. City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Pe Type of Work: ❑Addy Description of Wor / Ow .if £Q Phone #: Square/Linear Footage of Work: teration ❑New. ❑Repair/Replace ❑Demolition € 1 e gEil CcJ cJU d ..d CSC cciesl j7 dam COLOR THROUGIOOF TILE IS REQUIRED acknowledged by: VSZ**********************************F Submittal Fee $ Permit Fee $ � ^®C7 Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ NO Flood Zone: zip: 3 3/ 3e CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 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 jur'isdiction.. 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 Pot be approved and a reinspection fee will be charged. . APPROVED BY Signature \) y-' / Signature Owner or Agent Contractor The s -going instrumen was ac , • wle ged be r me ��1 s v The foregoing instrument was acknowledged before me this day , 201 b -'. Ll!�1" 1l_(, day of , 20 , by , to a or who has produced ho is personally known to me or who has produced is •onal i tification and who did take an oath. as identification and who did take an oath. NOT PUB IC: NOTARY PUBLIC: Sign: ..�.b: `t Sign: Print: a��'i �U��'b•�° Print: My Commission Expires: *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * *k9:9r:F*3e3e3e***** aerie********* 9: 9: 9: 9: k8: *4: 9e*9r **9s *3e44** ule*9e*3:d.9r** **aFt*** (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Plans Examiner Structural Review My Commission Expires: Zoning Clerk Condition Type of Structure Gc i Max + Flexible Structure Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 1 0.18 1 -0.18 Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.65 Flexible Structure No WINDO5 v1 - Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: MC Company Name: MILTON CUBAS PE. Description: 801 NE 97 ST, MIAMI SHORES, FL 33138 ' MA l IP mor. urr Structure Typ Basic Wind S Slope of Roo Type of Roof y u Struc Catego Exposure (B, Struc Nat Fre Slope of Roo PRed Kd (Directonalitf actor) 0.85 Eave Height (Eht) 12.00 Ridge Height (RHt) 144.00 Mean Roof Height (Ht) 13.00 Width Perp. To Wind Dir (: 60.00 Width Paral. To Wind Dir ( 20.00 mph Hz :12 Deg ft ft ft ft ft Guat Factor Category 1: Rigid Structures - Simplified Method Gust1 !For rigid structures (Nat Freq > 1 Hz) use 0.85 0.851 Gustfactor Category 11: Rigid Structures - Complete' Analysis Zm Izm Lzm Q Gust2 Zmin Cc * (33/z) ^0,1 *(zm/33) ^E •,'r , rc . (1/(1 +0.6 0.63)) ^0.5 15.00 0.2281 427.06 0.9102 0.8778 ft ft Gust Factor Summary G a flexible structure the lessor of Gust1 or Gust2 are used 0.851 a 6-5 Internal Pressure Coefficients for Buildings. Gcpl Developed by Meca Enterprises, Inc. Copyright 2006 MILTON CUBAS PE. /27/2011 JAN 312011 EY: Calculated Parameters Importance Factor 1 Hurricane Prone Region (V>100 mph) Table 6 -2 Values Alpha = zg = APPROVED BY S UBJE STATE At = Bt = Bm = Cc = I= Epsilon = Zmin = ZONING DEPT 9.500 onn nnn Miami snores BLDG DEPT CT T� p 3 UANCE -W TH ALL FEDERAL AND ij% f Y RULES AND REGULATIONS 0.200 500.00 0.200 15.00 ft ft d1D-41) Village DATE Page No. 1 of 2 Component Width (ft) span (ft) Area (f A2) Zone GCp Wind Press (Ib/fM2) Max Min Max Min 111x51 9.25 4.25 39.31 4 0.90 -1.00 42.33 -46.27 9.25 4.25 39.31 5 0.90 -1.19 42.33 -53.94 37x38.5 3.085 3.21 9.90 4 1.00 -1.10 46.46 -50.40 3.085 3.21 9.90 5 1.00 -1.40 46.46 -62.21 74x51.25 6.17 4.27 26.35 4 0.93 -1.03 43.54 -47.47 6.17 4.27 26.35 5 0.93 -1.25 43.54 -56.36 37.25x51 3.104 4.25 13.19 4 0.98 -1.08 45.63 -49.56 3.104 4.25 13.19 5 0.98 -1.36 45.63 -60.54 74.5x39 6.21 3.25 20.18 4 0.95 - 1.05 44.34 -48.28 6.21 3.25 20.18 5 0.95 - 1.29 44.34 -57.97 WINDO5 v1 -14 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 2 = => 1 3.00 ft Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. a Hipped Roof 7 < Theta < =27 Double Click on any data entry line to receive a help Screen 1/27/2011 Developed by Meca Enterprises, Inc. Copyright 2006 MILTON CUBAS PE. Page No. 2 of 2 TRAbsl.tbewkeit.tbeek. Hit /*gm 4 /3i 0 /3LOi4 / rceit frit 4 ; flaecc 4-)0 JA, nue fii4it4; Ai ,z 33 ISIt ILIA ;La Michael J. Merry Lawson Industries 8501 N.W. 90th St. Medley, Florida 33166 Attn: Mr. Larry Olsen - Fax 786 924 7000 Dear Mr. Olsen: Thank you for speaking with me this morning regarding my problem with windows. As I explained, the "contractor ", Jose Arenas of Virtus Glass turned out to be an unlicensed individual and consequently there were problems with the window installation. I am informed by the Miami Shores Building Department (Mr. Norman Bruhn (305) 795 -2207) that the wind pressures for the windows are not correct and that the glass (and in some cases) the window frames, must be swapped out and glass and frames that meet code specifications installed. I do have impact resistant shutters that meet code requirements. I'm enclosing, as you request, a copy of some of the labels from the windows as well as the quotation from Virtus where he specified that the glass was "impact" (it turns out it wasn't) and Miami Shores said impact glass is not necessary with my shutters, only the correct wind pressure specifications. I am also enclosing information from the drawings submitted to the Village for approval. These have the window size and pressure requirements. Unfortunately, the contractor did not install to these specs and there lies my problem. The Village building department has promised to assist me in any way in order to meet code requirements. Perhaps you would be so kind as to call me once you have reviewed this matter. I have to purchase new glass from Lawson but will need your help to ensure that the correct glass is ordered and installed. Cordially Michael J Merry w /attach. CC. Mr. Norman Bruhn - Miami Shores Building Inspector w/o attach. � " 3 ILLI! , AN 2 0 2011 801 NE 97 St Miami Shores FL 33138 AID 4t1 (305) 613 2812 rnichaeljamesmerry@hotmail.com PERMIT v ( , Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT /"1 � 7� 1 SUBJECT . 10 COMPLIANCE WITH ALL FEDERAL STATE AND CGUN CY rtULES AND REGULATIONS Michael J Merry & W Mariela Residence 801 NE 97 ST Miami Shores FL33138 Replacement of windows: Horizontal Rollers NOA No.09- 0720.07 Mullion NOA No.06- 0620 -18 Please see NOAs at II Note: Existing A tt+ • • • S • • • ... • • • ... • • 3 rtigf MAR 1 2 2010 Condition Type of Structure Height/Least Horizontal Dim Gc I Max + No Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 1 0.18 1 -0.18 Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.63 Flexible Structure No Description: 801 NE 97th ST. MI AMI SHORES, FL. 33138 • • • • • • • • • • • ' Analysis by: JM Detailed Wind r Input a t Structure Type Basic Wind Speed (V) Struc Category (1, II, III, or 1 Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (E Width Paral. To Wind Dir (1. Building 146 11 C 1 5.0 22.6 Gabled 1 10.00 15.00 12.50 60.00 20.00 mph Hz :12 Deg ft ft ft ft ft WINDO5 v1 -14 Load Design (Method 2) per ASCE 7 -05 Company Name: MILTON CUBAS PE. Calculated Ua metels'. Importance Factor I • Hurricane Prone Region (lht mph) • • • Alpha = zg = ••• • • • • •• • •• • •• At = Bt = Bm = Cc = 1= Epsilon = Zmin = Table 6 -2 Values• • I 00 901.000 0.105 1.000 0.650 0.200 500.00 0.200 15.00 • • ft ft • • • Zm Izm Lzm Q Gust2 Gust Fa Ca to l oiy 1: RI Id Structures - Simpflfled Me od Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85J Gust Factor Ca 0 Rigid Stru cture Co role Analysis Zmin Cc * (33/W0.167 I *(zm/33) ^Epsilon (11(1 +0.63 *((B +Ht) /Lzm) "0.63)) "0.5 0.925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 15.00 0.2281 427.06 0.9105 0.8779 ft ft Gust Factor Su mit ry G (Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.851 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpl Developed by Meca Enterprises, Inc. Copyright 2006 MILTON CUBAS PE. • 3/12/2010 • • • • • • • • • • • ••• • • • • • • • • • I/ 2 • • • • Page No. 1 of 2 • • • • • •' • • • • Component - Width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (Ib/ftA2) Max Min Max Min 111 x 51 9.25 4.25 39.31 4 0.90 -1.00 49.80 -54.43 111 x 51 9.25 4.25 39.31 5 0.90 -1.19 49.80 -63.46 37 x 38.5 3.083 3.21 9.90 4 1.00 - 1.10 54.66 -59.29 37 x 38.5 3.083 3.21 9.90 5 1.00 - 1.40 54.66 -73.19 74 x 51.25 6.17 4.27 26.35 4 0.93 -1.03 51.22 -55.85 74 x 51.25 6.17 4.27 26.35 5 0.93 -1.25 51.22 -66.31 37.25 x 51 3.104 4.25 13.19 4 0.98 -1.08 53.68 -58.31 37.25 x 51 3.104 4.25 13.19 5 0.98 -1.36 53.68 -71.22 74.5 x 39 6.21 3.25 20.18 4 0.95 -1.05 52.17 -56.80 74.5 x 39 6.21 3.25 20.18 5 0.95 -1.29 52.17 -68.20 WINDO5 v1 -14 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients. GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 2 = => Developed by Meca Enterprises, Inc. Copyright 2006 3.00 ft a 1 2 1 2 a as Gabled Roof 7 < Theta < =45 Double Click on an data entry line to receive a hela Screen Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. •• •• • • • • • •••• • • • • •• • • • • • .• • • •• •• •••• • • •• • • •• •• • •• • • • • • •• • • • • • • • • • • • • • •• • • 3/12/2010 2 /z • • • • • • • •� • • •• •• • • • • •••• MILTON CUBAS PE. Page No. 2 of 2 Lawson Industries Inc. A DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M95, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, prepared by Al Farroq Corporation, dated 09/28/95, with last revision on 10/19/6, signed and sealed by Humayoun Farooq, P.E •••• • • • • •••• • • • B. TESTS "Suinniited under NOA# 03 •• • • • • • 1. Test reports on ss k It fi . hi Alin' ', 4 4. 1 3" a: :•• • • OA •• *IP • 2) Cyclic Wind Pressure Loading per FBC, TAS 20344::"' • • • • • along with marked-up drawings and installation diagram of an alurnintkm)icling door, prepared by Hurricane Engineering & Testing, Inc., Test Report Kil.JJETI • • • • • • • •• •• • •• dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBgiFel 20294 • along with marked-up drawings and installation diagram of an alurnitfum slfding door, prepared by Hurricane Engineering & Testing, Inc., Test Repor.VETI dated 8/27102, signed and sealed by Rafael E. Droz-Seda, P.E. • • •••• 3 . Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with rnarke-d-up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F1'L dated 1/31/96, signed and sealed by Gilbert Diamond, P.E. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC-2004, prepared , dated 08/30/06, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTWICATIONS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1.. Statement letter of conformance, dated 03/17/06, signed and sealed Humayoun Farooq, P.E. G. OTHER 1. Letter from consultant dated 09/05/06, stating that the product is in compliance with the Florida Building Code (FBC). 2. Notice of Acceptance No. 03 issued to Lawson Industries, Inc., for Aluminum Tube Mullions dated 04/17/03, and expirin on 05/30/07. E - 1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06-0620.18 Expiration Date: May 30, 2012 Approval Date: November 16, 2006 • • • • • • Lamson Industries I c. NOTICE OF ACCE ANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawinn and sections. 2. Drawing No. M95, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, prepared by Al Farroq Corporzition, dated 09/28/95. with last revision on 10/19/6, signed and sealed by Humayoun Farooq, P.E •••• B. TESTS "Submitted under NDA# (33-0225.06" • • • Test reports on e SEssikthnpact--T-ester - 1:" •• •• 2) Cyclic Wind Pressure Loading per FBC, TAS 203414" • along with marked-up drawings and installation diagram of an alurnitvp,s,liding door, prepared by Hurricane Engineering & Testing, Inc., Test Report, J■14.1iLETI-4,217.18, • • dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. •• •• • • • •• • 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBq,•rf tn 20294 • along with marked-up drawings and installation diagram of an alumititurn sliding gL40,. door, prepared by Hurricane Engineering & Testing, Inc., Test Report INigi..1:1ETIV.1.717, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. • 3 ••••• Test reports on 1) Unifoini Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked-up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4376, dated 1/31/96, signed and sealed by Gilbert Diamond, P.E. C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC-2004, prepared dated 08/30/06, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE I. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS I. None. F. STATEMENTS 1. Statement letter of conformance, dated 03/17/06, .signed and sealed Humayoun Farooq, P.E. G. OTHER 1. Letter from consultant dated 09/05/06, statin g that the product is in compliance with the Florida Building Code (FBC.). 2. Notice of Acceptance No. 03-0225.06, issued to Lawson industries, Inc., for Aluminum Tube Mullions dated 04/17/03, and expiring on 05/30/07. E 1 a • • • Goes • • • •• • • • anne D. Gascon, P.E. Chief, Product Control Division NOA No 06-0620.18 Expiration Date: May 30, 2012 Approval Date: November 16, 2006 LS6 .B X2 (FLANGE FRAME) 30e r- x CIMILMILLIO (FLANGE FRAME) • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • 0 ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • L'* 2.06e 412•46 •• • LIS • • • ; • 411 • ire •• e • • • • • • • • ?* :: 4 ' • • 9 •• • • I X 2 .N$TOM MU1,1,1Q.N (FA FRAME) n5- -4aoo 1. tea 1 X 3 SaLiTSALIAILLLIZ. 30E3 -II, (rIN FRAME) 2 GM te$ ANgLa cup .154 TYR. . 1, NOTCH OPTIONAL • • • • • 1 _L 1-.. I • j•• ••• •• • • -411 • , O. 441K0 • • 0 • • t iun t aie • • • • • • • • • • ••• •• NOTCH OPTiGNAL • MILLIALCIIE A06,- • • a.asa 3.0 uO INSTRUCTIONS, USE CHARTS AS rou..mvs. 1 $rfp j DETERmiNE DESIGN LOAD REOu,RED PER ASCE 7 FOR PARTICULAR OP t G STEP USE 81417! .0.826 CDuNTY APPRovE0 GLAZtAIG PRODuCIS AIEEPNG ABOVE LOAD FLEGARREmENTS STEP USE CONNECTION TO MULLION AS PER PADDucT APPROVAL. USW CHARTS CIN SHEET 2 SELECT AwLuol SIZE WTH STEP 4 DESir:N 427100 von THAN DESIGN 10A0 SPECIFIED STEP AsovE USING ANCHOR TyRES UN 32071)5 4 THRu 7 AND ANCHOR &HARTS ON SHEET 3, 3E667.1 MIALION CONNECTIoN WITH DESIGN RA WRE THAN THE DESIGN LOAD% 31)EC2/LE2 IN ITER I ABOVE, XL• ‹i`z:V rrricAt irnootv molar 370ARD TUBULAR SHAPES TYP. RAIL ALL ALLOY 6043-76 ei S,F.0 WINDOW OR DOOR APpROVAL FOR FASTENERS 3:3ES PIO SRACiNG RECTANGULAR ALUMINUM TUff MULLIONS 8 77 •5 P:I TYPICAL GLAZI4 PRODUCT 1.000 _J 4.500 MULLION SYSTEM 13 RATED FOR LARGE MeSStE o,APAcT. AND CAN BE USED WITH ALL M1Aa0t-DADE COUNTY APPRGNED 1 IMPACT ANL) NON-04PA7.7 ResisTorr PRODUCTS. Tots PRODUCT HAS KEN DEVONED ANO TESTED 70 COMPLY MTH TKE NEOLgREMENTS OF THE FLORIDA ■aulLorwc CODE 2004 (71 INCLUDING vELOCITy HoRTWANE 201/7 01014 AL,. 1)LAZIN1) PRODUCTS. U3E0 WIN 714717:4 pk,$) ■Arr 1HE APPLICABLE 284.0+N0 ODCIE REQUIREMENTS LE: 24190 LOAD, WATER INFILTRATION. FORCED ENTRY RE31STAN. SAFEGUARDS ETC. WOOT) 8u0113 BY Dn./ENS, 7.11)S1 BE ANCHORED PROPERLY TO TRANSFfR LOADS IO THE STR ANCNORS SHALL BF AS usrcu, SPACED AS &WWI. ON DETAILS, ENDEONCHT to BASE VAIERAL 514411 BE BEYOND WU_ CO•IDIANG (502360. TILE ETC.), ANCHORING CONDITIONS OTHER THAN THOSE. SHOWN IN THESE DETALS ARE ND: Mai Of DVS APPROVAL A LOAD DURATION INCREASE IN ALLOwABLE STRESS IS USW /I+ OESIL,./4 Of ANCHORS rIATC WOO ONLY. NATERALS INCLUDING BUT NOT LIMITED TO STEELAAFTAL WRENS, THAT CUNT WITO comrAcr WIN 0714,t DISSIMILAR WATERALS SHALL LIEET 13471 REOURFAIENTS OF 2004 1- LORIDA COX ir,‘CT 200324. • • • • • • • 0 • • • • • • • • • • • • • II • • • • • • • • • • • • • • • • • 411 • • • • • • • • • • • • • • • • • • 0000 19-7/9" 26-4 110" 37" 42' 46" 54" 80' 54" 7 " 26 -1/2" 30" • 37 42' 48' 63' 54' 60" 65" 75' I 2:4_4 0 X e 13o.3 : 1.37 a iJlta • 130.0 .c,.. .. 130 0 1 105.9 130.0 1030 1350 1 1303 99.8 1305 130.0 130.0 130 0 75 4 • 1305 130 0 '.100 1303 • 30 7 • •0 0 .3 :30 ,... 68.6 430 0 . 130 . 0 _0130040 s30 5 . 1178 1300 •NA •31)I • r* , 105 0,120.4 „ 0.33.3 . 44 0 579 , 130.0 130 0 4 _4303 421 t 94 , 1330 I 130 130,0 01.0 I 13)0 130,0 12.13 130.0 ,t84 1200 1305 ! 918 130 0 130 0 1330 133.0 413 r I 106.6 12,0 ! 130.0 130.0 35 93.0 i 1,38 1.m.0 r. 13(0 32 3 812 ! 170 5 , 7.17 ; 130 0 28.7 73 0 1153 • 130 130 0 211 80.7 .... 103.6 1 3610 , 1350 23.5 ! 13 342 1 1,50.0 130.0 21 , 84.9 1 88.3 1330 t 110.0 206 52.6 949 130.0 ; '30.0 56 7 . 30 0 130.0 1.30 40.9 4 1158 i 130.0 7 ' 311,0 130.0 36.2 4 130.0 130 0 130.0 I 2113 . 83.0 0370 1350 1311.0 256 11„ 130.0 1 1 300 21.6 64 .7 ! 130 130.0 20,1 56.9 130.0 130.0 x 51.2 63.0 130.0 130.0 • 45.5 732 10 1 ! 1340 x 42,7 811 109 2 130,0 • 4 0 64.4 104 iao.o 420 123 1 1 ....... 130.3 .. c;8.1 1 , 130 ! 1300 X,30 28 70.9 1300 r i 1303 130.0 21 7 6.3.! I 105 5 ! 130.0 130 0 X 0011 07.9 130.0 130.7 X 488 61 3 1385 fr" 130 0 • 43.2 723 , 116.4 130 0 2 389 654 104.8 130 0 O .35.4 I 594 08.9 O 334 54.2 880 - 1300 31.1 579 8133 t '2411 19-7/9' 26-1/2" ,30" 37" I 47" 48 50' 5/5" 34" 40" 85 72' 75" 0928132 043 12.1 it"ril 81311,. •-• • ,6,h 1 413L. 1 13 310" 11 3"11- 1 9 ''/6' 26-1/2' 1127 30" 37" 42" 4e" 1 38- 58.0 ,.. 1340 1 54 63" 86" 43.0 1042 1 72' • • • 404.4.0.40. ** ! qs , !!! 7 • draw. ng .0. M95-04A sheet 2 01 7 50107:9.041 513131501 1 - ...' 5 -. 5. " 17. " 5 - - " •5 9 9 Z7 -7 j 071011 1.515 04.1 - 9110 •55019 111870 • '11110 1 811il9 1: X " 1" X 10")" 13 9"!3" X 4"" 13 11 194/6" ! • 1165 • 740 1)0 0 , t 303 : 130 0 " • :- Al 0 • • • i • 63.5 , {03.2 130 cl 4 ',303 so" X 44,5 . 1 37" ' x 347 1 74.2 , , /2O7 1303 42" I X 33 6 85 4 1011 4 ' 136.0 • 03" t1 .• x 24.2 317 931 1330 .. • • Iv 0 i • • Il • S 5 264 . 536 82 530 C 73.8 ' 45.6 74 4 130.0 • e • X • 4 40 ••• • * ..X 11 6 418 6/7 200 35.1 62.0 , ! 1521 X I 356 586 , 110 4 1170 ! 110.0 1303 1330 26-'/2" 5 37.2 ! 79 4 1 15 4 130.0 30" . 32 8 70 1 1112.5 130.0 37^ . 1 26.5 i 95 53 . . 42" 23 4 ' 50.1 73.5 1 1300 40" 84' 70.5 , 455 843 , 1.30,0 54" x X ! 39.0 87 1 , 1'8.5 . .. I , 83" x x 364 914 . 135 3 X 3 . 68" . 1 ! , . X , , 9 1 487 ' 6 n 72" 0 X 29.7 42 8 88. , . s. 75- x x , 25.1 41.1 1 85.4 19-1/8 13 34.5 I 74,0 , 156.1 1. 130 0 - 1' - 26-1/7 X 243 , 0.14 ! 780 ; 7300 ,. _. .. 30' X 220 47.2 98.9 120.9 37'' 11 282 55.9 ! 130.0 42" x x 1 33 I 48.2 118.3 48" 65" X X ' 2311 43.1 . 1 00.8 54" x Y. 2402 38.3 , 638 60" 2 x 716 34.4 80.7 88° x x , 21.4 313 7.1.3 72" X 8 t X 78.7 1 87.2 . .. 75" 8 X ! 8 27,6 6 19-1/0 2 I 24 2 1 51.9 758 : 130 15-1/2" X X , 37.5 54 8 130.0 30" X 33.1 484 . 129 0 37" 9 X 1 26.11 392 I 1071 42" I A ., j 23 7 : 6 60 CI . 48 1291 8 s x, _ 2(1.7 342 76 7 54 X , X , _ X 25.9 700 7 . 66" j X 1 X ! X 24.2 ■ 63.0 06 1 2 x I X .... .. __ 27.0 1 87.3 72" 1 x ! 8 20.7 57.5 75" 7 X 7 , X 50 4 75' X 1 ., , 8688047..,: S 1 13414114131 "'.'l 10 ,' 8 ' ' 450505 to 88 .6098517 ! s r f-'-' 7 ;V71-1 ''''-' ' - .sot 4.4.313.3759144 483PE 1 V.1.3.00N ! l' 0142184 ij 3014443 6111 1 . .1; 11 I PRODUCT 1 661.565 I; 0 'e.., 1. 1 4032343 1 1 1 054630 8406031 .1! VRODUCT 55 .11 ', J t .1 4 ! 5 5 92 Y.q..... . ...,. vo ..,. 14013.7337 7,p,47, . 2 k u �_ ReMEMF.tir$ 14161109 1311115. 94)728 ('f) Mal. 49.06 113-1/8' ! 26-4/5" 30" 41 26" I 170" 54' 66" 72' ! 75" -1/ 76-1/2" 3 37" 86^ 132 54' 60" 69" 72" 75 15-1/8" 26-1/2" 311' 37' 42* 48" 144" 54" 81" 66 12' 19-1/r 28-1/2" 30' 37" 42" 48 150" 54' 60 88" 72" 75" 133816114 110411 17371-138CII13 - 97717 fuRE mywolvs 1 : X 21 i X Sl" 1" X, 4"; 2 X 477 X O t X 37.4 7 55.3 1 170 x I x , 7 2 , 39.9 111.0 x X 24.1 ' 353. 441 1 28..6 795 0 2 1 7 70.1 1 X X -1 22.0 61 3 x x x ! X 5795 . . x x X X 7170 X 0 , 8 ... 44 6 _ . . x x 1 0 40.5 8 - X 39 2 .!, X , 28.5 . i . _4 115.6 .... 0 7 20.5 . 1 30,0 . 83 4 O , X X 118 1) 73 7 _ ,- r X X ; X .! .71.5 ...... 119 x x x , x 526 O X NOTE' MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) x i X 46,1 X 2 .... .40.9 X x x 3118 X X 4 2 X 315 . . x 7 2 1. x 30 X X I X 288 x t . i 21.9 I 32.0 699 x 8 ; X 23 1 94.3 x ■ 0 ' X ' 20 4 56.8 , x x X ! X 99.0 x x x . X 473 . ..i . . -. X ' X X 1 0 r 35 5 x , X 0 X 31 X ■ X X 1 X . ..... - . 25.4 X : X X X 2119 1 X . X X , X 237 - 4 0 L ' X j X 232 X X 29.3 78.6 .... _ .... ._ X 1 2 , x 20.4 55.9 .._ X ; X . x x 5072 x f X x X 40.7 x x ! V 2 351 X. X . 3 X 31.4 O ,, XIX , 2 , 2171 1 • 9 x , X X .. 7 ! 15.6 ...._ X; 0 2 2170.1 07 697 906144448126 13.4 PX 8 1 08 37 C MD DUCT 08621431123 WO Qv 72" 79 19-' 6 /8" 26-1/2' 30 4 04- 60' 66 12 75 43-I/O' 26-1/2' 3er 37' 43" 46" SS" 54 SO 50" 72' 75" WIE306 DIMS. 42010 es: 0 SPAN 11-1/8 25-1/2" 30" 42 ; 43' 120' 50' 54 53 72' • 75" 169-1/8" 76-1/r 32" 17" 42' 48 632' 54' 60' 66" 72' >5' 03232: 4.2416 CAPACITY •• 080 ANi 110836 TYPE • ! 11 C E 44/ '38 594 1 1330.0 ; 52 5 71 7 i '30.0 31 7 -164 630 1374 25 2 51.4 • 123 3 2240 , 331 4 5 3 91.0 , 20.0 49 6 • 4740 3 25 20.2 70.6 • ; 23/ 31 7 , 133 7 X • 21 • 29 57.9 1 16 354 53 X ' X 1 25 50.9 42.2 ' 06.2 1 5114 1300 373) 1 478 002 • 130.9 28.63 43.2 57 4754 33.4 34.2 46.7 039 1 22.6 1 20. 641 82.7 75 4 36.0 32.4 • II 23.4 32D 04.3 O , 241 28.0 07.9 X • x 292 ' 52.6 • I 7 24 0 / 487 23.0 483 1416,506 0111 .31414433011 0 30•*. • (W) '47 -7,466" • 26-1/2" 32 37 02' 413 36.3/4' 50 66 72" 110.0 ,39 3202 _ 1310 • 6 671_, 1302 1301 130.0. 99 1 '30.0 '31111 1 30.0 603 1176 ty) a '350 10.9 1739 ' 130 2 1320 478 95,7 . 123.8 6 1370 350 0.6 . 110 6 • '333 • 455 • 22 0 99.1 1 130.2 4440 06.9 1 90 1 130.0 • • 41 3 8440 3726 6320 75 31346 ; 583 . 132.0 19-1/8 117 1390 130.0 1 30 26-1/2 85 1240 '3711 130,0 30" 75 110.1 1 130.0 130 0 27" 60,9 51.2 1 121 8 132,0 42' 538 107.3 1200 46 50-5/8' 46.5 68 7 53.9 13110 41.7 21.1 1 93 4 130,0 60" 37.5 • 55.0 • 7 5 1 130 0 ee° 34 1 5013 6. 60.3 1 130.9 72' 31.3 408 036 . 211.8 75" 33.0 44.0 1 so ; I2148 19-1/8' 0141 1 133.9 , 130.0 1 130.0 26-1/7" 352 1 i 07.s 1 131 0 I 130.0 38" 66,7 97 ', 130 0 1300 7 6C 31" 54.1 , 79.2 . 108.2 130,0 42' 47.6 95.3 130,0 /a" 41 13 i . 61.1 83.4 7300 ., . ..,. 54' 1 3/1 . 54.3 74.1 '' . I 130 0 00" 3,1 488 ; 65.7 1 30.0 es- 322 .. 6, 44.4 . 1 60.6 124.9 72' 225 ; 49.7 • 55 6 111.7 2E7 39.1 53.1 10-1/9' 94- . 139.1 1 1302 03220' 25-1/2" 3 ' 100 1 L130.0 1320 30" 60.3 6244 ' 122.1 ' 930.0 37 4E 1 .1. 21.7 1 1 , 9769 130,0 42" 43.1 1 43. • 961 lee 0 46' 61 3". 7 05.3 130.0 54" .135 L 49.1 i 674 130.0 60" 33.3 4 2 1 5653 127.3 68" 3'14 1 40.2 . 54.9 110.3 • 4 _6 72' 73 1 . 1368 6 523 1071 75' 2431 1 224 11 1 456.3 1111 975 4.404045 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 41, 14 -1/E1' 28-1/2" 30' 37 42' 43 114' 60" 66" 72' 7 1504 453.11. L9210 1.4117175 4910 • 61631312016.0 10.3 ,1 Ileu.e• 430.5 • I* ori ' 51 2 75.0 102 4 134 0 415 1 576 : 63 , 3 1 33.0 36.0 53 6 73 1 '330 . "'.4t 9 '4 1058 • a* *41.7 •0.5 1'44 t •3 79 3711 12 .2 1 1224 • 3 :t0 • 04./ • • 46.5 1135 21,7 31 2 42 6156 702 307 1 41.9 82 3 71,13 104.7 132.0 130.0 51.2 11 102 5 139,0 45.3 66 3 90.5 I 1390 347 53 7 734 437.0 32.3 423 64 7 432.9 28.1 41,4 ' 686 113,0 75. 1 1 365 ; 5113 11 11.1 22.6 321 403 91 44 20 6 301 1 41 1 671 7 2)8 ' 377 75.0 11 255 . 762 37.8 . . 62 1 51 0 : 121.2 130 0 445 007 1 54.7 130.0 39 6. .6 5 0 ' 7e.2 1342e 377 I 47 . 0 1 54.3 179.1 20.3 414 ; 1206 113 ? . 24,8 L la 3 . 49.5 1 99 5 22.0 352 : . 49,0 69.4 x 252 320 79.5 X 264 1 36.0 724 X 242 - 1 , 330 56 3 . . .. . .... ..... X 23 2 314 63,3 582 604 6 110.4 1300 250 ._,. 1104 35.2 - 51 0 , 70.4 1320 1 26.5 418 j 1176 114.7 751 36.8 . 50.3 101.1 .6 106' 22.0 32 2 44 0 684 7 , 299 39 1 ,'06 • , . X 25 8 35.2 , 70.5 0 23,4 ' 72.2 '' 64 3 X 21 5 I 29.3 54.0 X 274, : 28.2 5413 9-1/8" 26-1/2' 30' 37' 42" 52' 56" 65 26-1/2" 144" 37 12' 48' 150' 01 64' 72' 1 4 1.4 1 82? '• 62.8 . 132.0 20.9 ; 4343 . 598 - 120.2 24,4 39.7 52.8 ag., 21.4 31.4 42.8 86.1 , 27.5 3)6.7 768 • 24.2 33.0 6 _ 66_3 x ; 715 : 29.3 59.0 X 1 X ; 26.4 • 53.1 - 6 - x X 24.0 1 45.2 • r 22 0 44.2 21,1 42. 206 56.2 79.5 i 130.0 28.7 42:0 074 6 1653 25.3 33.1 • 101.9 200 ' 3E1 : 41 1 , 1 8118 21. . 1 285 1 38.2 1 72.6 6 6 232 6 31.2 • '13.7 1 20E _1_ 2412 56.6 5 ; 25 6 52.0 1 X 1 230 1 503 X 1 71.1 42.5 0 . 1 7 1 203 ' 40.6 , 995)74413 402054345 2 7 . 14491204741 45050.0 A i''9. a 110358201 0 p' w.rorxr.■ h .1z . ' Ir., - 1 ! ANY ANCHOR CONDITION "''''' ` ,N,g1rE; it'' .4.-I ' - " !: 11 : wtrkt.A.. I: t K „::••-• 73281107 tion 'j ITION SHOWN HEREIN MAY COVER . LOCATIONS AT HEAD, SILL OR JAMB ENDS. :,1 cvatno •41 6063669 1 1 4: „ ,... ANC4145 ; : • FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6. :. rrnotArtt kr F k , il % ,v ! (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) , II p"Roost"er II ,23,11O ,23,11O I : 4!„:„'.1.n., IR 0 „ ,TYPICAL MULLION ARRANOEMENU . II • 9904148,. 9904148,. : 45.4,0 04 • . -- 1.• 044 22 .,,,, k42141974 . 59414 ,....: ,. Arip r1 .4. f 7 ...7. "±,?.... : 2 6 6.7 6447 974121739E5 :1,557 CA N. 3513 3171.41611.6E714E11 29 wab Mai 8 2. ; I t , L t . 31 77 14,1 a' , a.. 1 e6 - 111031379 4l11 fi M95-04A 014261 3 05 7 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• glcg _p,s2 .., V10' ry+e�, • 41! • • • • 2 PEN CLIP (7 ON £A':.:WIN • • •• • • • • • •• • • • • • • • • • • • • • • O. ^:• • • • • 1 *OCR 9UC K RY BDCK 3/19' TAPCONS 2 PEN CUP {1 014 EAC4 WiN'G) � • • • • • � ••• • • • •; •• • • • • • • •• 7 • • • • • •• • • • • •• • • • ;••• •• • FLDAI ;NG CLIP _. .._ . A.l1ERNAIE ANCHOR LOCATION ti) SMS ^ —.li9' 1 PER ANGLE 3/16' rAPtO NS 1 PER AP ANGLE II [1 9 l -t{ 2 x 1/B ANGLE NOTE: ANCHOFS MAY SE yy! INSipE OR O1.11SIft�.. T7P. ALL CUPS ANO ANGLES TO Gil SNUG INTO TUBE MULLIONS. TAPCONS Wit' P,E HE% OR FLAT NL?R. FLOAMIG CUP ; N • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • ••• 0 • • • • • • • • • • • • • • ••• • • • • • ••• EDGE G;ST..... /4" TAPCONS • 000 • • 1/4' 14PCO•S • 7 PER CLIP (a ON E'AC# 212 'I• • • • • • PE'R #W;i`- • • • .• • • • • • • • • • •. • • • • 'ID. • • • ' • • '• •:i ., • • • • 4; • ,, •,•• ••• ' ••• 10 1/4" 7APC4NS 2 PER GLIP (1 ON EACH WNNG) 1, " • • • ;,t • • • "Y • • ••11,_.* • • • • II • 11 • IS I • • 7 • • • OA• G Cup • • 1T , k 2 % 12 8 . 1 1 ■ 1 ALiIM ANGLE ' U #14 Sbt5 2" 0.7. MM. 2 PER ANGLE 3/15" TA47045 4 PER CLIP (2 CEI EACH WING) 1/4` AtN 3/15" 1847045 3/16" 7.547045 4 PER CLIP (2 041 rACN MANE) 2 PER MOLE 00 9UCK 'L B1' BUCK hNCHORS TYPE 'G' 15" TAPCPN,S., • Cn9F. EMBEDMENT ._.. SCT x&21 P55 CAI ALTERNATE L R LOCATION tigd.DRS TLE Ir 1 U4 ANGLE 1/4 TAF?CO15 yr SUB67RATE 1 14114. EDGE 221, Mry EMBEDMENT SU®51R WOOU 1. 1 .- Jc" } 14 BLOCK I..._... y_,/2w ..,� 1 I /4' 1_. @7074. CONCRETE j...... 2- /2' . - 1 _ ....; A77 {.LIPS AND 4N77£5 70 6rt 5412 INTO 1UB"ti MUCC303,5. 1Ap70N5 RAY BE E1£}: OR FLAT HEAD. n�`"gn VSto. ristiA 477 S"RULTGRCS- 5 4957 7.45, 75316 £7Xaf U+si I /4° TARO:DNS 1,T4" iAPyp 2 PER CLIP (1 ON EACS WING} • • • • :C7:-Al • • • •• • • • /0 • • • • • • • •, •I • i • • • • / 0 :•.: • n n • • • '• • i' •r rr7• �� �� • ■•• • • '• i 0, i� • F•GATWG 0. • . �✓ • • f$Prak ANGLE tr TAFOCrDtS 2 PER CLr (1 ON EACH WING) ALTERNATE ANCHOR iOC.ATION • ANCH©R5 TYP • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 014 SUS PEW A4CLL i %4" t'AFC©TVS - ... SUBSTRATE ,404. EDGE EIADFC0AENt BLOC$ 2-1/'1 ,-1/4° rcN z - t =i)z" AL C0'0 AND ANGLES TO FIT SNUG INTT3 TUBE MULLEN'S. TAPCON5 MAY DE b}£% OR FIAT PEACE CL 104 0R ANGLES CONNECTED DIRECTLY TO 4ASONRY TC 2E PROTECTED WITH ALKALI- FTES:STANT COKTNG4. SUCH AC 4131I1TIINOL15 PAINT OR WATER - W 1223 4ETk4CRYLA1E LATEDUER. I/4' TAPCDNS EUCE 1101 . - 4 PER CUP (2 ON EACRI YANG) I /4' TAPCONS, EDGE 0257. 2 PER 04500 LOCAT2Ck4 01" SCREWS CONNECTING ANGLES TO TUHES WHERE ANGLES ARE NOT Frt SNUG 7520 TUBE NULUON$. ANCHORS TYPE 'E' ENo: ) 'N rAPOoo STRkICTURE5 FLA. PT. 0 1552.2 .n.N. 9538 FLOATING CLIP % 2 % i/B^ 0444 ayCLE stothsakaffils 8 drawing no , M95-04A • • ••• •• •• • • • • • • • • • • • • • ••• • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• • ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • 14 S CHANNtI, • • • • • • • • ••• • ACCESS ROLE ••• • • • •• ••• •• • • • a 2/ slx • t• r,frox Au,. CHANNEL LENAN r• Fir .S1., •• • • • • • • • • ••ITO MULLION rUBEIS MAY et NOM-LED AS SRO" 'ro ,ALLOW INstkLATroN OF CLIP ANGLE CARLN 20 Mc:ER ASSEVOL4 If • : TRAS SCREW CAN RE NST.A(t ER IN tir-IFR OIREINION #10 FM SMS 2 PER CLIP 1 " 0.1 MIN. • TARE IeJt-LION Fh SMS 2 PEN CLIP I l/2 0.1, MN, . X 2" x 1/0 (FOR 284 T1281) 1/4 14 1!" X 1, FOR (1814 T4812). ALLIM ANGLE. CUT TO FN. St0.10 INSIMI 'NOE ANCHORS, DETAIL CI 12104. To rA1T24. CONNtCTLN USE CHARTS FON ANEROR TYPE '17 s^r.R.AT CAPAcITNI OF CONNECTION 214. 80010428 rtis 6557 C.4.2..3928 • A • g T.• Cg 0 A. I 0 46 OICIAm z. - og+.14 248 ig 040 g 04) eit t . .1 • ot 1 1 1 s 0*1104 110 M95-04A .hem n 7 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION Liwson i - I - NOTICE OF AC CEPTANCE (NOA) 8501 , es' inc. ;-- ttet Me FL 3316i SCOPE: • • • • • ••••• This NOA is being issued under the applicable rules and regulations governing the use of edits/faction matt The documentation submitted has been reviewed by Miami-Dade County Product ControMgijm and accepted by the Board of Rules and Appeals (BORA) to be used in Miarni Dade County and other ;Teas ‘Ohere atIvral.by • , the Authority •• Having Jurisdiction (MU). • • • • • •• • • This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Prodk:c:/,% •••• ontrol • • Division (In Miami Dade County) andfor 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 irrunediately 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 Florida Building Code, including thelligh.Veloeity Hurricane Zone. P-TIONt-Series--1-1S-151101M10111W m APPROVAL DOCUMENT: Drawing No. L8500-0401, titled "HS-8500 Horizontal Rolling Flange Window Approved Elevations, Configuration and Notes" Sheets 1 through 9 of 9, dated 05/02105 with revisions on 07102109, prepared by manufacture, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. 1V1155 LABELING: Each unit shall bear a permanen 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, andlor 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 # 05-0919.05 and consists of this page t and evidence pages F-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Fitz A. Ha 00-11 MIAMI-DADE COUNTY Vi..W 'a 1 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 344441563 (305) 375-190I • i tAX (3(N.4 a/50908 • • • • • • • • •••• • • •••• • • • • • • • • • •• • 140,A- NO 09472 r h Ete Jannar 471 Lawson Industries. Inc. • • Manufacturer's die drawings and sections. • • • •• • • ••••••:• .• • 2. Drawing No. L8500-0401, titled "HS-8500 Horizontal Rolling Flatige• • • • Approved Elevations, Configuration and Notes," dated 05/02/05 w Teiiisionur • . 07/02/09, Sheets 1 through 9 of 9, prepared by manufacture, signed Thomas J. Sotos, P.E. • • ••• • • • • • • •• • . . • •• A. DRAWINGS NOTICE OF ACCEPT.A,NCE: EVIDENCE SUBMITTED • • B. TESTS • • • • • 1. Test Report on 1) Uniform Static Air Pressure Test, Loading per Fg3C,TAS 20V14 • • along with marked-up drawings and installation ditT§rat of aolanTipum • • horizontal sliding window, prepared by Hurricane Engineering & Testing LaborIttity, Inc., Test Report No. HETI-08-2158, dated 09/03/08, signed and sealed by Candido Font, P.E. 2. Test Reports on 1) UniforruStaticAir Pressure Test, Loading per FBC TAS 202-94 [2y.Witei Test; -pt along with marked-up drawings and raTitag of a aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing Laboratory, Inc., Test Report N. HET1-08-2159, dated 09/03/08, signed and sealed by Candido Font, P.E. 3. Test Report on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing Laboratory, Inc., Test Report No. HETI-08-2160, dated 09/03/08, signed and sealed by Candido Font, P.E. 4. Test reports on 1) Air Infiltratiori Tcst. nerFBC, 'FAS 2011 02 ater Resistagt, peirlIC 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 along with marked-up drawings and installation diagram of a aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4541, dated 06/24/05, signed and sealed by Edmund() Largaespada, P.E. 5. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 along with marked-up drawings and installation diagram of a aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4533, dated 06/22/05, signed and sealed by Edmund() Largaespada, P.E. 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. E - 1 • • • • • • • • • • Fitz A. Harris, P.E. Product Cotrol Examiner NOA No 09-0720.07 Expiration Date: January 26, 2011 Approval Date: October28, 2009 Lawson Industries, Inc. NOTICE. OF ACCE PTANCE: EVIDENCE SUBMITTED .•.. • • .••• • • • FTL - 4553, dated 06:22/05, signed and sealed by Edmundo Largaesia, • 7. Test reports on 1) Uniform Static Air Pressure Test, Loading per F13G y S 202 - • along with marked -up drawings and installation diagram of a alumipz orizonjal • sliding window, prepared by Fenestration Testing Laboratory, Inc., 'Nast Report:O.* * * FTL - 4456, dated 06/23/05, signed and sealed by Edmundo Largaes f g 2 . E. :•• •• 8. Test reports on 1) Air infiltration Test, per FBC, TAS 202 -94 : • 2) Uniform Static Air Pressure Test, Loading per FOC !Ti S 202 -94' 3) Water Resistance Test, per FBC, TAS 202 -94 • • • 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and `I'Ag • 2(I2 - 94 .... along with marked -up drawings and installation diagram of a aluminum horizontal..' sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL - 4413, dated 06/23 ;05, signed and sealed by Edmundo Largaespada, P.E. 9. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung, prepared by Fenestration Testing Laboratory, Test Report No. FTL dated 06/23105, signed and sealed by Eduardo Largaespada, P.E. I0. 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) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung, prepared by Fenestration Testing Laboratory, Test Report No. FTL - 4429, dated 06/24/05, signed and sealed by Eduardo Largaespada, P.E. 11. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung, prepared by Fenestration Testing Laboratoy, Test Report No. FTL - 4457, dated 06/24/05, signed and sealed by Eduardo Largaespada, P E 12. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung, prepared by Fenestration Testing Laboratory, Test Report No. FTL dated 06/24/05, signed and sealed by Eduardo Largaespada, P.E. 13. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked-up drawings and installation diagram of aluminum single hung, prepared by Fenestration Testing Laboratory, Test Report No. FTL _, dated 06/24/05, signed and sealed by Eduardo Largaespada, P.E. 14. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung, prepared by Fenestration Testing Laboratory, Test Report No. FTL dated E-2 Fitz A. Harris, P.E. Product CotroI Examiner NOA No 09- 0720.07 Expiration Date: January 26, 2011 Approval Date: October2g, 2009 • • • • • • • • • • • • Lawson Industries Inc NOTICE OF ACCEPTANCE: EVIDENCE SW& ITED 06/24/05, siped and sealed by Eduardo Largaespada, P.E. C. CALCULATIONS •••• • • • • I. Anchor Calculations, and structural analysis, prepared by Thomas J..StItos Eng1neering Manager, Lawson Industries. dated 07124/09, signed and sealed byahotas J. icItio.s:P.E. Complies with AST.M E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS I. None E - 3 ir••• • •• • • •••• • • • all • •:• • •• ••• •• • • • • • • • • • • • • •• • • • • • •••• • • •••• F. STATEMENTS I. Statement letter of conformance, dated 07/07/09, signed and sealed by Thomas J. Sotos, P.E. 3. Statement letter of no financial interest, dated 07/01/09. signed and sealed by Thomas J. Sotos, P.E. G. OTHER 1. NOA # 05-0919.05 issued to Lawson Industries, Inc. for "Series HS-8500 Aluminum Horizontal Sliding Window (Flange Mount) —NI dated 1/26/2006 and expiring on 01/26/2011. Fitz A. Harris, P.E. Product Cotrol Examiner NOA No 09-0720.07 Expiration Date: January 26, 2011 Approval Date: October28, 2009 • • • • • • • 000•• • • • • • • • • • • • • 66 SQ "O 1 . • • 4 , • • • • ••• , 1 • • • ••• •• • • • , • .„,. •• ,..- • Cia ■ • • • 0 • • 71 • , ' 0 0 B 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4 • • 41 7,7.1 • • gm • 1 • max. 0.C. • • I I 1, NA% C " XOX " WINDOW ELEVATION (12A2. OC.) 1/2' (OC ) sERm FLAN.q f Sp INT • • _ • • • • • 117 L FRAM WV* •—•—•-- CR MO NAM • • • 6 1O-14115v. 4°)T .1 (14A2. 0 C.) I 1 30-1/2- )1 (1242. 0 1 - - SO 1/r "OX" WINDOW ELEVATION )85' UvERALL FRAME WIDTH 124' INTERIOR FRAME WIDTH 27 7.22' 0C 7 1/2" (0C) INETALIATION (A) 8 SCRERS HEAD (a) 6 SCREWS 3/KI2= ANCHOR CLIPS AT PRAMS (C) 3 AT EA. FRAMMMO 536 0280686 10 174 1/2"- (mAx DC) Notqs: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OP THE 2007 FLORIDA BUILDING CODE AND 4ST6 1300-02. THIS PRODUCT IS 1407 IMPACT RESISTANT AND WINDOWS ARE TO BE PROTECTED WITH A 8169 1 -01028 COUNTY APPROVED IMPACT RESISTANT SFIUTTER. 2.) 1 X OR 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE RECHJIREMEATTS OF 200? & TO BE itEVIEWED BY sumo= OFFICIAI, 33 ANCHORS SHOWN ABOVE ARE AS PER TETT UNITS. ON CENTER (0,C.). ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS. AND TETE NUMBER OP ANcrion REQUIRED. AS SPECIFIED ON THE LOAD TABLES. 4.) ocHoR CONDITIONS NOT DESCRIBED 131 mese DRAWING'S ARE 70 8£ ENGINEERED ON A SITE SPECIFIC sais. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING carcuo. 3.) FRAME INSTALLATION WO IP USED: SHALL BE LOAD BEARING, 83 50 or 08 WINDOWS ARE QUALIFIED FOR USE WITH 'SINGLE GLAZE GLASS TYPES TABULATED HEREIN (SITE SHEET g 6 & 5) 7) 805 WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE CLASS TYPES TARULATED HEREIN (SEE SHEET 1+)). B.) 60. OX. 6014 WINDOWS ARE QUALIFIED FOR USE WITH DOUBLE GLAZE GLASS TYPES TABULATED HEREIN (SEE SHEET #12) 9.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 10) SEE SHEET 4 FOR GIAEINO DETAILS & OPTIONS (REFER TO SHEETS 5. O. 7 & 0 FOR DESIGN PRESSURES). 11 ) TEMPERED GLASS MAY BE USED. BUT 065102 PRESSURES ARE LIMITED TO 1.041) *TABUS ON SHEET 4 LI FOR /CO UNITS AND SHEETS # 7 & 6 POE mu ors 2 ) MAME SILL ANCHOR CUPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME AND TO BE LOCATED WITHIN A +/- I/4 TOLERANCE. oclialts REQUIRED AT FRAME SILL TO BE THE SAME AS FRAME D. SHEET 48 FOR FIANCE PERIMETER CALILJV ITISTALLATION DETAIL 14. %. x..1t12VAL APPLIES TO SINGLE 1,111008 OR MULTIPLE UNTTS An MAY BE WILLED VERTICAUX OR HORIZONTALLY 23.) SINGLE RUNE WINDOWS WITH OTHER TYPES OF 811.25 -1)1408 COUNTY APPROVED WINDOWS LISSNO A MIA ,4 3 COUNTY APPROVED MULLION IN BEVY/ZEN ARE Acczntiau BUT THE LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM 10.) SEE 533 4 9 FOR MULLION/METAL ATTACHMENT DETAILS & NOTES INSTALLATION ('ASTENERS 7 AT FRAME 11841) 6 AT FRAME SILL AT EA 051462 .16482 NOTE EN N0088 ARE TO RE PROTECTED VIITH 4)61 -01408 COUNTY APPROVED IMPACT RESISTANT RH crags 500 1 SLIDING WINDOW 3AKE - (NON-IMPACT) PRODUCT FLEW macconWOLI‘Oh Brallifici Co& _t_te 2 16 21) ,7 7 °' i g 02 0 4 it • 5 EIE U g 2.. n VI 0 ExT. GRADE— PERIM. CAULKING BY OTHERS <TYP.) re (STA • • • • • •• • • • • • • •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • 1,10 TAP*•NS V/ • • .0.— —IN--- * * /4 "WO CONCABIteBBeTEN. • • I • • • • • • ei . I • • • • • • 1 _/1 4 • • • • E ••• • •• • 41, •q/ • • ••• •■ ••• • • • • • • • • • •1•11 0 • • • • • • • HISTle • • • • a `---GLAZING SEALANT INTERIOR GL Ass \--ALL P.T. vOOD BUCKS ENGINEERED SEPARATELY & TO BE REvIELSED BLDG. DrricIAL (TYR> 1/4. MAX Salia SPACE EXTERIOR GRADE PERIMETER CAULKING BY OTHERS (TYP) SILL W/ 3/2" RISER ADARTER 0. tu6(9) (FT.L.0 APPLIED Al CLEAR SILICONE) EXTERIOR -- GLASS INTERIOR 0 PERM EAuLKiNG ExT GRADE -%4•_:"'" M €11) (Tr) -- "rat.A61GE 2 S.M.S or W,D. SCREW W/ m IN. WOOD EMBED wtIOD FRAMING ENGINEERED SEPARATELY 5 Ti BE REVIEVED DLDa orrIcIAL (TYP) zx wtioD BLJ Cf( CTYP.) __777 StiDI 'SPACE till PUCK <TYR) [..10.C40.1,21TE; 4AtcHaas TO BE 1112 S615 OR VD. SCREWS INTO vODIL I1R 1/4' TAPCONS 0, - APPROVED CONC. FASTENERS INTO CONC.. r ' s. '"Y"RfiViS 110 ros complytt• *Mho F11:•16 VIT1 A MINIMUM ar 1 1/4 PENETRATION INTO WOOD OR 1404 6REFER TO LOAD TABLES FOR QUANTITIES REQUIRED A6c6pumxx, 2rf I Exp•sk• Dri• • WHEN THE VAI uerfirEN THE WINDOW FRAME AND THE RUCK OR MASONRY 16 LM1 THAN I/S", SHIMS An NOT REQUIRED. i', • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • 0 • • • • 000 --• ENBED.) A l i./ • AIN EDO DISTANCE ExTERiea GRADE PERIMETER CAULKING B1 OTHERS (rYP.) : rle; OM% 11 I 1.1• EDGE DISTAKE \ \ • wan) cji% Y Gl sEetATEk_vo_ Tea REA(liN/6,R B al 11(1,Dcri AL t • • • • • • -14 la seisoor•wm SCREW•W/ • 1 1/ 4 M. watt EMBED" • • • • U. WOOD BUCKS ENGINEERED SEPARATELY To BE REVIEWED BLDG OFFICIAL 'IT.) EXTERIOR GRADE PERIMETER CAULKING BY 3T1-BR S (/VP.) htAYT DUTY MEETING RAIL • iStf. 0ES14..RESSIIPt .E.$) S.M.S. or WID SCREW W/ 1 I/4' MIN WOOD ENDED CLAZTKG SEALANT CINTO .•-•1 INTERIOR EXTE RIOR • • • • • • • • • • • • • • • INTTRIQR FAW4. WIDTH KEAN? DUTY MEETING RAIL— -STANDARD DUTY mccTudD en, tua =Dm PRESSuRS Too.Es1 INTERIOR 00 0 4 is I • rq LIC,,lis 11147.332Maz III 1 GLAZING SEALANT EXTERIOR NTufla_FRAtz wmrn DONAU. rraXE .104. P.T. wOAD DUCK NOT BY LAWSON IND. -- MUS I SUSTAIN IMPOSED LOADS GL ASS (No, EASED.) 141? MINWNwAT41.4111=14%,. P 7 WOOD DOCK NOT BY LAWSON IN MUST S4JSTA1N IMPOSED LOADS 114' plax. VAC( GLASS I/4 TAPCON ANCHORS NOTE: ANCHORS 10 BE ale sms DR wD. SCREWS INTO wOOD, OR 1/ 4• rocoNs or APPROVED CONC. FASTENERS INTO colic., WISP A MINIMUM DT I I/ 4' RENE TRATICIN INTO WilTiD CONC (REFER TO LOAD TABLES FOR QUANTITIES REWIRED) • WHEN THE CAP BETWE'Zi THE WrNDOTI TRAMS MD THE DUCK OR MASONRY IS LESS THAN Inr. 5)131S OW 1407 REQUIRED H88500 FLANGE !OW ' +F . 118M g PART p DREG. 9 11,9QD• 4BE51CRtPT1oN• • • 1 L.- -7503 Lii ^I27 r AME MEA1 6163 ALUMINUM 2 L L11 - 135 FRAME SILL 6063 -75 ALUMINUM 3 L - 8502 FRAME JAMB 6063 - 76 ALUMINUM 4 2 L -7504 L -7508 L11 -124 2 x Prase FIXeD III • • f' � RAl '. • .11 T . ALUMINUM 6063-15 ALUM NUM 6 1 -7506 111 -126 1 x rev Et E �O ( ; T I1•H.11X 6005- 76•ALU141NUM 7 L -7505 111 -125 1 x vent VENT INTERLOCK STD. DUTY 6005!75 ALUMINUM B L L11 - 136 1 x vent VENT LATCH JAMB 6003 -16 ALUMINUM 9 x L11 -01? 2 x vent VENT EXTRUDED LOCK 6063 - 15 ALUMINUM 19 w x r VENT CAM LOCK . DIE - CAST CAM LOCK 11 P • VENT PLASTIC LUCK SPRING LOADED 12 ■ 0 NLEGEL AS REDD• To. /Gott. Roo Weatheratrtp .187' X .280' FIN SEAL 13 x ULTRAFAB AS REDD• FXD. RAIL WEATHERSTRIP .187' X 230' FIN SEAL 14 x ULTRA AS REDD. VENT LOCK WEATHERSTRIP . 187' X 130' PILE 15 ■ AS RE0'D. VENT JAMB WEATHERSTRIP 3/8' DIA. BULB __.l 1 2 WEEP HOLE COVER W/ FLAP 1 1/2' *194 x 1/4' M weep a 2 2 5111. OPEN CELL FOAM PAD SILL /-111M8 JOINT GASKET 1 /2'x3/8'* 1 3/4' 1.0140 1/16' CLOSED CELL FOAM 19 1 - 763 HC - 032 2 VENT ROLLER ASSEMBLY 2 X VENT 8O7T014 RAIL 20 L -7524 a 6 vENT FACE GUIDE 3 PER VENT HOR. 9611. 21 x ■ 8 FRAME ASSEMBLY SCREWS X 8 X 5/8' P.H. P911. 22 23 x _ w ■ w r 1 X RAIL VENT ASSEMBLY SCREWS 8 8 X 1' P.H. P141111PS MTG. RAIL SCREW 9 HEAD 8 9 X 1' P.H PHILLIPS 24 w • 1 X RAIL NTC. RAIL SCREW 4 SILL X 8 X 2' P.H. PHILLIPS 25 • 5EE CHART FRAME INSTALL'N SCREW X(2 X 1 1/2' F,H - PHI -S.M.S A SE E CHART FRAME INSTALL'N SCREW 1/4' X 1 3/4' F.H.- TAPCON 4 x 2 X LOC1. CAM LOCK ATTCH'NT SCREW 98 X 7/8' F.H. / PHI. 2$ x w 1 x vent INSECT SCREEN ■ 89 L- f:312/36 A AS RE00. GLA/INl BEAD ROLL FORMED ALUMINUM 30 x x AS RCD'0. CLASS See Detail 9 sheet 4 of 8 _ 31 x A AS 880'8 GLA21140 SILICONE See Detail @ sheet 4 or 8 32 1 -5108 1(1 -111 lx anchor SILL ANCHOR CLIP- 2'LOng 6063 -76 ALUMINUM 33 x x 5 FRAME SILL INSPN SCREW 830 X 1 3/4' F.H. / PHI. 34 1 -8503 111 -132 1 FRAME SILL 1/2' RISER 6063 -T6 ALUMINUM 35 x 77e AS REQ'D 'TruSeal' 5199918 Seal Black -1/4' Or spac Sib HC -038 -1 2 9291 5WEEP LATCH PM BE NYL00 • • ••• • • • ••• • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • Notes 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST METAL AND MOLDED PLASTIC CAM LOCKS ARE QUALIFIED WIND 3. FOR (2) LOCKS 8900 OWS REQUIRED PER EACH VENT. LODULATERANLINEEEL OPTIONS G(aziDC Decal( DescrfgLlon na4 1/0801.10916 mass - SINOLC OWE ANNEALED OR TEMPERED 1/8'. 3/18` DR 1/4 TH1014 (SEE OESFBN PRESSURE TABLES) .31 J6a1ng Sealant Types 84 Qp.5t 1) Schnee- Morehead 5731 2) Schnee - Morehead 9732 3) GE SCS 1000 Clear Silicone 4) Dow Corning Clear SIloone 0 0 as to art i /2' OVERALL INSULATED CLAW mow 0)°. 1/8' ANNEALED DR TEa1PEREO LUE + 1 /4' AiR 5p + 1 /Er ANNEALED OR 081PER6D U0L` (SEE BESICN PRESSURE TABLES) 1 .3 etw ontop s tantintoPtdth : - a1c'S 730. • +. 143 zi 1 8 S F. 0 i 1 6 Non Iv TeS 00 t On..4w Annotdad Slogs Pomo ( X0 or OX nd STAIROARD MEEnAD RAD. & RAISE DLL INIMAIMEE 2 6 36 - 1 IC 03.0 Ilinlin n Kg &3 3 t 20 2F — 1208 - Sti 676 7 3 UM" / - .a 11 20 i■ 4-3 1 53 Ili 35 6 .2 5 2, a - 30 6 7 7 44.6 2 ...... , ......., 1 . .1...oto 0 ..„.., ..... , 73 3 I 103 73,5 120 76'3 Ri.3 2. 73,3 . TR 3 ".7 . 6 7 11.01111 21 61411Tg ; W$ 4 .2 1C1 0 4P 0 ' 65 lk . .8 }• 4.3 9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • $45 N, Rrtpaci Horizontal &MON Annkni FIL 4555 Annenton Flange Fro= ( XO or OX ) .1 STANDARD F22E110 RAIL WAIF& SU Vr. *nu, WO Nan imp= tgorixonau Stirling Waldo," t FTL 4547 • 18" Annon)643 Range Frarrn ( XD or OX 44 STANDARD MOTO RAIL & STRADARD RORD4.06.42 c2.65.5 SC.( MAZE morixi.E0 OR TEMPERED '/r, 2/I& 1/4" 7X (6 *DM& Peony Tato) GLAZING DET.IL_ALUEBRINtli ' Note I. WINDOW WIDTHS & HEIGHTS AK THE OVERALL EXTERIOR FRAME DIMENSIONS. or intact Horn:onto &64.1 Tent &F11. 4.5..q • 3nrmneAled Flange Frorno ( X0 or OX sTANDARD & STANDARD all 6 - 23 6 IMO TA OM • - wi . Z De MAO 515' florieF,Ttl 6ACE.6 R6.1.. a aTatuax MO NOP OnpootliorT2oirol VAnd Tent 9 FTLN5i • ma - Arensated FInngo ROM ( X0 or CfX} 4.4 HEAVY °Ur! hien ND PAL 1 1.5•FOSE U. want 1 74 43 423 &R. Text * F114493 • RI" 42316614014nno F.nrn(& 68AW (301612St2023 R62. 84764360412SILL 62 63 • • ••• • • • ••• • • • • • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • ••• MO•OIIf000 GLASS - 9AGLE 0LXZE A2e4LF1:EO OR 7E00E0E0 /B'. 3/18' OR 1 /4' T4.C4 (SEE 48800 4RESSuat TAMS) GLAZING DFTAD. & DESCRIPTION Note: 1. WINDOW WIDTHS & HEIGHTS ARE THE OVERALL EXTERIOR FRAME DIMENSIONS. EXT. GRACE CAULK 3/4' MAX. SHIM spec[ L.� I__ P. DGE DISTANCE OPT4ONAL SRL INSTALLATJON DETAIL ANCHORS NOTE: ANCHORS TO BE 014 SM5 OR VD. SCREWS INTO WOOD, CIR 1 /4' TAPCONS or APPROVED CCM FASTENERS INTO CONC., W4T■4 A HINIMU44 OF 1 1/4' PENETRATION INTO WOOD OR CONE (REFER TO LOAD TABLES FOR CtJANT1TIES REQUIRED) • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/4'. 9HDAS 412E NOT REQUIRED, f FACE CAULK 3T OTHERS 41 08,1 EXT. GRADE BACK BEDD1N0 TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER (TYP.) WINDOW FRAME FLANGE --EXT. GRADE PERINE7ER CAULKING NOT BY 'LAWSON INDUSTRIES'. TO BE APPLIED By 0043043 (TYP,) ---5080481 OR EXTERIOR F1N454 30 OTHERS (TIP.) 8' On IR4 44at 0680040 14800 R' '0 4W (4(40# '.4 1•010 M0T4.00 -2148 ihru 02.2304 -189' TP - 0rri1 F40nfl Paarn0 0 °V DUTY 0IEETiND RAIL 819 A O AR+ TIL DPI +) 0101 OL 0 400 EO 0 O0 00 __AO 0 66 DIN.) .01 1000 008 000 701 _ Sa " 50 U _ 190.0 2� .. gq e;,y'° j �. as `40'TL 004 a 3 48 00 111110311111111 a 1C Lmi =toC 10'1a Vain. t 17.8 80010 r8 I. 0P1-) 9.0 ibo.0 00.0 •O.0 8 - Qdod1j1 pact Pftam 0 fll3 I )plow (Xo Or OX) • 18 8 b H E T 1 0 S 2 1 8 4 00 082 8984 .338'00,01 80104 0 448 09 7108010 wJ H LPA•lY D!!'TY II�EETING RAIL & 1 9314 • sP PO! � F Poma. r • Ted S rrs., 4426 'Sarnia ..006....., Eliwavai - ler Anni•35317 OEM F704283-916770040X . 4. - IMO - 3 • _. - - • 4,3 „. 635 ' 2' T ,,,, 50 50;50 • 6,00:11.88 dew" , MOO Fr2.4458 - re' An238464I 31050.5 Frarm ( XOX f . 01 HEAVY 13.22 MiEtIND RM. &STM4DA63321.1. , _ .. taka.._,. cairm.,_,mim a k a mg e." . 4941103616301 6303 611.4457 ..3iiram89335319125498 wi HEAVY 12437 MOM Ea ,.. n . 114311PMENE . 110.191111W18111 En stss mu Fano (337X. PALO. 1+22ISE SLL 3 s09.3 .".= ttli 3102 '130 4 in Ell =Za 193 9 60- f IMILIIIIMMENI IIIMENIMEEM 7 IIMANCIIIIIIITM111101111 *MR 33 1 5 IMO. M . . 1.1 111111011,g1MM 53 125 33.375 mow I 2 111 Pi 3 S3.126 2 830 7 D 3 4 3Z126 590 107i3 3 2 234 1 8F8_ aaa a 2 74 ?41 Va. Nan ea 6 ■ 2 laa741 62 520 28 ., 5 -- Ra 60 '78 9 / 2 4 1 - • 73• 9 7 If 10.85. 111 1118 553 51 4 3§ 5 Tf3% 177 63 125 33 375 38376 34 052 al a --- gq.„ 733 51 5 532 ea 5 8 0 5 2 2 3 fitit 3a 376 56 7 . 4323 000 6 2 5 - 033 2 • 6 2 • 63 125 50 665 ... • • . 4 iO3K. e qi sae ek 7 4 eg'S 702 ' 03 r _ - 7%. li 2 2 ......-. ,.....r 100.- 74 iFt 103.37" .... X. '5 . 74 5 548 - 6 2 vio 70. _ 74 - 37 136375 7.2 372 7 1 2,' - , 2 - 7 a--- - 810:175 56 12 5 41.6 46 9 _ 6 6 2 2 .5 g 0 M. 5 priq 8 _ . 6 6 --- 7" 1 31 19 135 7 71 3 1./ti sa4 1.8 1 ts,fg - 12.1 si i 1560 6 5 2 2 70F437e 53 125 4 _ 63 111 53 650 li 49.2 4S 5 2 676-O ea 52 1 al IESIMINICHE 600 - Tar 7 In 5 , E3 7 .7.1 41.3 2 51.1 51.7 a 4 2 4 2 ,„„..' 72 129 6 ; 24 06L.L 12 64 24 3 0 a 2 . 84 ' 24 34 ao.o aaa lac 0 728 - 1271 5 24 r .3 72 3 9'13 160.5 9 ._ far 5 2 TODY MO WO 500 sap 7 ae 64 6 JIM 1 83 e - ___ ' 533 IFf ' 125 72 24 3 823 412 1M 123 24 74 33 WO _M. 853 010 55012 50576 1"! 24 24 38 ---- 733 1800 4 ...,.. 73 _ 2 t 120 ; , 1 4 .. 0 5 2 2 '-' 1 '340" e - 7 4 2 1 :0 U RIM 680 054 (4 54 733 944 - • 24 36 3 fid 0 • 't1 , MN 2 82-3 TS 6 eels 7 T 3 2 - '. _Lae va 87.0 23 5 3 9 .4 2 0 gr ' re 6 105 1 14 620 52 a '2 1 'F." ittp;VJo 35 6 63 500 _ . 4 b° 53.. ' 7 ' 33 1013 M 7 072 --Cr I- -543 712 ea s 753.0 13 -- ar. i 50 0 ; 6 5 2 oLLL 2 . f.1C3 ' - 720 552 5 4 377 1 sigag, III= MEM MIERIUMMIN a MR V -- 6517 138 420 .. 1111M'1 60 50 20 _Rai a . 46. 4.7 r- '2 2 6 na . 8 - 7 2 % las 60 et" 03 44 S 784 44 s - 5 - -- 54 ; 64 8 31 t 55 54,8 _ 5 2 44 inall 51 51 8 2 125 & 408 408 458 - nw,Lr 44 ■ , 2,.l 005 ,e51.5050 1 411 su 4 Lr4144 1, 441 1 11 4 "4L6'0 101433460 1 05i4 15 50 imptct 0yrte ' 3' 355 00 's 4. T500 011.4o4 .2/15' 050104 F13626 32455 ( 3633 ) 54 87249136.393)MEETMGRA11- 9.8'6670ARD VL.L. Teo 4 611.. 4654 me Artneaod Flamm Pram( 500 ) wit STIADARD METING RAIL & HAW SU- 8590 3093 12•0353 ' • 5540641 7 p 7' : c, Test 0 FIL 4878 •• ter 344365144 Flange frarm X) v4874535930 74118511318350 &5T02213435 533. 140 40 31391139613 5 53 os54so054148414455841 444511511115. 8 FIL 478 77,r 50443304 Flamm 049857 ( XOX MEETUM RAM 6184635 SILL 80 lroAVIPAki,.Jink;.. • .... .... • •., 73 3 1 4; ' MEM 978 d :M7,,,.. 713 1031. .... -. 2. _ - 2 -........ 26 . 0 ' 82120 34 600 113 3 IEMMI 111 23.3 • 7322 win 76 2 ,55_ 4 _All _ 74 ja,: . ■ 74 26 - 680 cao 4 .,' - .- 160 - 2o 426 4 .0 . 11 Illintir. 1€ 223 11111FAMI 640 . 1 11 . 407 MOM= 111 28 11.86IMMWEI 5 53.1 6 LA ,., 1 5 175 92 75 93 7 4 74 38.73 74 ' 2,8 5 5 4 63.4 2 543 4 4 NM . 4 .. .r_1 141 1575 38. 58 ,, • 5 3 97 •Naffill ;161 za 7 111 Al_ 513. 6 5 2 2 7 411 .. 1 5 105 336 76 • 5 _fv..v.p ' 3052 37,2,E2 431 5 1 20 295 4 4 2 2 - 125 53 82 43 EV.,5_ 5.4.3 • 154.3 4 M 6'5 59 04 3 _4 _ 4 5EI . 925 6 .9 3 5175 1272 82620 777 4 _5p25 24 " 166,13 5 9 440 11 9 4 11 1 446 148 5 3 177 151 )3 232 28 2 151 53 ' 117 60f 447 44 ' 111111MM 17, 441 441_ _Al , 1055 23,3 12 0 4 2 .. I 80 in j . - I/ , '"2 24 600 ko 1 0 Too _ __ i4--- MO 52.0 7$a Ai - Eau ME _ e V3 - - 41 _3_1 2 751 5 3.1_, 511 86 108 1 730 24 4 4 34 1 1 43.51 at__ 514 7 573 517 435 . q._' 24 . 4,.. .. -.- . ' 106 _ 4 8 ....aal__. "6 - 4 . ko 913 ' 120 733 653 5 2 124 74 ACV 5 7 - 353 yea 50 1 512 , 4 3 72 7 .' " 1 1 3 3* $.. • 5 2 2 72 32 4 315 t .a 84 30 ft 0 . 0 , 825 IRE= 34 74.3 96 88 451 45.1 56 437 45 Ss . 20 - 72 4 5 ' I 33 73.3 ee A 3 2 012 1%1 . 0 [2 40 0_ .s6 4a " _ . 8 : 2 4 ,.311 ,...40 36 3 38.1.4 35 2355, 35.3 71 262 i.2 22 ' a n, , e.e a _ .2 5 j 2 64 44 2.4 2154 3 2 61 Pa __. . '4 - - ,.--- 50 43 44 ea 3 343 9.33 55 45 PIj-- 477 4 2 452 47 2 8757 414' _ ; 11 2 08 e • 6 30 4 2 1' 0119.11 48 40 451 23 45 2 . 4 1 . 4 2 120 111011Mai Inall 47 1 • • 4141• • • • ••0 0, •41 • • • •O •• • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • UT. 36 11444116 411 140664543 CIA% ^ 34405E MAZE 4550560 08 TEWKRED ',0". 3/48' 86 1/4• DUCK (Sr.t 34500 MISCARC 744419) j47/5 5 87676 55 &SCRIP= Note: 1. WRVOOvf WIDTHS & HEIGHTS ARE THE OVERALL EXTERIOR RARE btlEmsloNs Rosa° vibefolity•da Ovio 2 ti 26 2'26 OF QUALITY ALUMINUM FRAME HEAD L -7801 1,875 - • •.S • VENT IOTERLo9% RAIL•(IllaavyD L-10503 • • • • • • • • • • • • • • 8. • • • • i ' �.• ••• dp:AZIN1 D ' 17518 • • • • • • • • • ••• • • : E L ' -� . r B r, K d �• ' 'a. ^"+ �` '',,-,,, ° t A .. ' - 11 t vENT 13,0110M_CARNEE ( ] N 'G`..) P11 No. (309) 695 -8569 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS HS -8500 HORIZONTAL ROLLING FLANGE WINDOW L EXTRUSION DETAILS, CORNER ASSEMBLY DETAILS & METAL ATTACHMENT DETAILS 1 1 ® sn e I Ifltr9 ^DDS87_ ;r N� _an�a&I _ -- '�a�Y ot.e�g__ :+w.t+rih .."' -f.>a f'"r : M ! 1 • •• • FIXED MEET1NC RAIL L -7504 VENT INTERLOCK L -7505 718 RAIL (Standard Duty) ---- FRAME: SILL L -6503 -0,r,-050 .500 RISER ADAPTER ' l ---- I, - 872 .082 - L __ 4 .11 2 "241 i .842ti FBAM OILESd CO_RDIER f . ° • - ` `d I r 082 _. 1 — ' 1.930 FRAME & ' ai1 t 8 ' 500 VENT JAMB RAIL L -7507 FRAME SILL L -8501 080 - - l 2.052 I 6 FRAME SILL ANCHOR CLIP L -5108 /4 2.794 ---- I I 070 0 A FGR :•. X01 7�1 *Aft <O ?.2049 >- ♦• Of .._. t 2 12 11 3/4' 0.02. Fl.AT HEAD N AN FS- AN EE yer A 500 2 tS � UULl�3N TYRE, SIZE AND MAK DESIGN PRESSURE LIMITATIONS. INTERIOR .062 2.374 E -.- tnFte iaw ii Aw 4 uw wp 1U. P v a - genii; — @X of sow4.1 n AO1 .e /1 oev +m OZY89 Aft Immea Be /,a I 9ZY ' N pxvag atop *Cf P L J,s{ "arrt ELED DP TABLES FOR 52 Pf}R OVANTI7Y AND FASTENER 022012 )7 p I INTERIOR i /A' MAX "-' SHIN g 12 SD.S. X 1 1jj4 5EG EIEV. FGR SPRCiNG� r .., r Va00w FRAME � F .,f 1� 11j r 8024002 FRAME r - 1 .a.. - .-- 1:. — .. _ i.,— m1728 n { FRAME JAMB VENT TOP / L -7808 BOTTOM RAIL 812 _.... IOW I - , ,_..._;.�►L� , . ,..... t t f 'YS . -I s*1O L -0642 � z L.. ,--- 1.678. ^_ .0821 1 2.094 `!! I ' EXTERIOR PLRITErER- EXTERIOR SEALANT - EXTERIOR GRADE. PERIMETER CAULKING NUTS: THE LOWER PRESSURES OE SNGLE KUNG WINDOW OR MULL SMALL GOVERN 1..ALL EL W C ONTACT WA'M ALGA. T O STE � F PANIED 0R 21ATE0. 2 RCM STR0GTUR05: (5200. OR ALUM t /S° MIN. 'MACK) A) STEEL -. sF a PS TA 38 PN. 2) ALUMINUM 5083 -27i TIN 111/1110 Sr MfaAL, 85Z d.REL M LDE'('AIG ., :.,. r t....•'"7.;. tN0'BiOa _.. _ • • ••• • • • •.• •• •• • • • • •• •• • • • •- • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • ••• 5. Tea • FT 4A 448 TMNt1i774 v... 1.4^ 4U,ea1tl . tnAtAUm4 RM. PLUM RA&.6 STANDARD Sit. 3 ii5e x s � yyyy,, ra .., jj _ f6R1. 'tl IIIIIIIIIIIIII /[ \ \ i EEEEEE I 373 !, 7 k ,,,.., \ b !, r �1- 4Z 7 a Yi.52 5D: 6 6. We 1 rm MEM ES 3s.ats 11 11 0 .. it 19i_ 63 " Y� � g3 1111=11111Lo 441 a _50.Da6 9D. � illikail DR 51.g 111rANIMGfIMNCall _ A D7 In MINIM • ykliraall f111111M 11 ma 732 ' D 04 :7 111Mi `+''1.1 1 106 MIEMICIIIMIIMIMI ' nilik 11 1 1 1 : d imicamiciAmmoiceaurronimas I '.11ETANIIIRELIIIIIII011111111111111111 ego mum 111110011111111111111111111/11 __1 Iff7 MEM 1 72 dd r ,... ...� »\ ( Rti\ I / °t | ; \ aa7 Nmn Impact loAxorstat likens "NMnSea. •7dCX T44*O IMAM 118"PJmoabd Insu7azed Fly geframe W STAND/020 *WINO RAIL 2, NAME SILL 11 3 ii5e x s 'ate"' ■ A Well �1- ■ og 3:6 ie We '7N 3s.ats lF 19i_ 63 " Y� � g3 1111=11111Lo 6 _50.Da6 9D. � i]lK� 1111031111111M1 s 3 DR 51.g 111rANIMGfIMNCall _ A In MINIM • ykliraall f111111M 11 ma 732 ' D 04 :7 111Mi 1 106 MIEMICIIIMIIMIMI nilik __1 Iff7 s1i'.1i .4 a "` W to 48 ` r3a E _ • • .. .. • • • • • • • • • ... . • • • • • • . ••• • • • • • • • • • • • • • • • • • • • • • • • • .. sago IION.111•0111111121111WoMIIIMINIMMINEVAIIIIKIII 1111M111111111111.13•1 uutywu 0 ,err ima Olt 41 1 7lieki4dirk.t a T. • Kan . 100 ®.� 60,0 60 sl�Ak�aFi �1�lllsli - , ; m allatIM11119011 OEM/ MEM MUM 112" mina Ha8W,ATEO 03,128 )72772272-GE A6.54ALED OW 7404486D UUTE 3,74' M4 VMS • 7447 0 0404 44 C@ 21:0211111, 21:0211111, 1e 144 SES mr.S2M% Ma= 48+418 Note: 1. 411ND06 mom & HEIGHTS ARE THE OVERALL IZICT1RicR FRAME DIMENSIONS. Inspection Number: INSP - 141181 Permit Number: WS- 3- 10-411 Scheduled 1 s pection Date: April 22, 2010 Inspector: I'�' - °k Owner: MERRY MICHAEL & Job Address: 801 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: MOSTO GENERAL CONTRACTOR Building Department Comments WINDOWS REPLACEMENT Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments NE) ka&bsc ®Aa 1E 1vt F April 21, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060142580 Phone: (786)367 -3365 Page 21 of 25 fi? tA\ 6() BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Permit Type (circle): $wilding Roofing Owner's Name (Fee Simple Titleholder) M 1 e N Metal/ , ey I — Owner's Address g®) 4/6 19- s T City pi (',4114' 5W State f _ zip .3313 I Tenant/Lessee Name 0/! Job Address (where the work is being done) 601 A/Ff q 9 5 s'6'a( * 3/3 f City Miami S #ores Village County Miami -Dade FOLIO / PARCEL # //° 32 06 '^'D/ f °- 2 Q® Is Building Historically Designated YES NO Permit No.V IS [0 Master Permit No. 14 ne # 307 03 2 S J Z. Phone # Zip 3 2) /'31 ITIOZIVE% it MAR 1 2 1010 BY: ......... Contractor's Company Name ,N0570 6&1VR L tljrnnan/( Phone # n4.727030 Contractor's Address / 66 q jJl/.4 054 0 ©, City / S State .L. Zip 3 3 9- Qualifier Name 0,564/ g,051 Phone # 3©7 3713 - - - II State Certificate or Registration No. Age C /5/O2 3 Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 3 . /16 10 Type of Work: ['Addition ❑Alteration ❑New Describe Work: &p/ a , 0/16T O W/ PDO-' S Training/Education Fee $ t /' Radon $ DPBR $ Submittal Fee $ Permit Fee $ Notary $ --° n Scanning $ )a'Dl' / Bond $ Structural Review. $ Code Enforcement $ Phone # Squftre-Ajacariaatage-Of-WeriC F;er/Avhot," SCRepair/Replace ❑ Demolition 6Po SIt, °ozmnM CCF $ OC '40 ,J C /CC Technology Fee $ 5 J Zoning $ able Fee $ Total Fee Now Due $ wig See Reverse side -> 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 approved and a reinspection fee will be charged Owner or Agent The foregoing instrument was acknowledged before me this day of 2 0,;(2_, by yee fid"._ 4fry who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Signature Sign: P /le. /9 My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) 1�5� �5 yin MESARJ NA :'_ MY COMMISSION # DD788924 EXPIRES May 18, 2012 Plans Examiner Engineer Zoning Signature Contractor The foregoing instrument was acknowledged before me this day of Gam! , 20 /(9by (15 //55/1-0 , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: My Commission Expires: KI 1A ^�a ESARINA MY COMMISSION # DD789524 EXPIRES May 18, 2012 - .. 4 �a 1 'o!a rySarvlce.com THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. TAX FOLIO NO. NOTICE OF COMMENCEMENT CFN 201080239028 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION BI•. 27245 P 3030; (1 as ) RECORDED 04/12/2010 10:04 :04 HARVEY RUM? CLERK OF COURT MIAMI -DADE COUNTY FLORIDA LAST PAGE PERMIT NO. STATE OF FLORIDA. COUNTY OF MIAMI -DADE: IIIIIIIIfhI VIIIVIIIVIIIUhIIVIIIIIIIIIII 1. Legal description of property and street / address: 3 FS /D-39- 1 /3 gI KK 73 ‘407" Sid ?J.. Ooo ,' 11Z lad 0.Onq -L /Fj 7 //95 / Yei 5 too - ao ' 'c 19 si ,y; 4' ii 577 33/ 3 I �a 2 2. Description of improvement: Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: t 'sin Gem 44( C /7g. e.A9it - /91E41 if-to /i96 VIM la" Zee, revizr 5 Surety (Pa bond required by Owner frnm rnntraninr if any) Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. -- .Name-and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Si . nature of Ovine STATTP OP FY1Rt3A, I UN of I HERESY CERTIFY that this Is 9 copy of he odg)nai filed In I of = c 7 day of ,r7Ir Print Owner's Name M4ifiri. ' frie/Z2 y Prepared b Sworn to and subscribed before me this day of A rycJ7 Notary Public: s� Print Notary's Na e: k i/7,/4 'f/9, /A.4 - My commission xpires: 3 // a 7 /a '20 105a c,� 16 !9 & Pt : gc, D , t cwt 2 ?3 Address: ) r,,C__.,D.C. KIRM SCI MESARINA ;a: MY COMMISSION # DD789524 EXPIRES May 18, 2012 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NPdvED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDfIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NERD TYPE OF INSURANCE POLICY NUMBER DATE DATE (�MMID TE (MMIDDMVYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY BINDER #04GL00079409203/03/10 03/03/11 EACH OCCURRENCE $ 1,000,000 PRE' `MISES (E dens) $ 100,000 CLAIMS MADE iii I OCCUR MED EXP (Arty one person) $ Excluded PERSONAL 8 ADV INJURY $ 1,000,000 GENL 7 GENERAL AGGREGATE $ 2,000,000 AGGREGATE LIMIT APPLIES PER: POLICY n It r- LOC PRODUCTS- COMP /OP AGG $ 2,000,000 A AUTOMOBILE X X LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AMOS NON-OWNED AUTOS BIDER #04000079409203 /03/10 03/03/11 COMBINED SINGLE LIMIT COMBINED (Eawcident) $ 1,000,000 BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ O. THAN EA FER $ AUTO ONLY: AGO $ EXCESS / UMBRELLA LIABILITY OCCUR ❑ CLAIMS MADE DEDUCTIBLE RETENTION $ EACH OCCURRENCE $ AGGREGATE $ $ $ $ B WOKKERS COMPENSATION AND EMPLOYERS LIABILITY Y N AdYPROPRIETOR/PARTNERIEXEcurivE 1 1 OFFICER/MEMBER EXCLUDED? (Mandatory In If yes, describe under SPECIAL PROVISIONS below 83040288 11/11/09 11/11/10 WC START- OTH- I TORY LIMITS I I ER E.L. EACHACCIDENr $ 1000000 E.L. DISEASE - EA EMPLOYEE $ 1000000 E.L. DISEASE - POLICY LIMIT $ 1000000 OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VBUCLES 1 EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Glazier From:ROBIN Fax13:356 -2126 CERTIFICATE PRODUCER Dawson of Florida; Cape Coral Dawson of Florida, LLC dba PO Box 100099 Cape Coral FL 33910 Phone:239 -542 -1533 INSURED Mosto General Contractor , 10241 S. Silver Palm Drive Fort Myers FL 33928 OF LIABILITY INSURANCE ouzo THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A. Bid -Continent Insurance Co. INSURER B: Bridgefield Employers INSURER C INSURER D. INSURER E: DATE (MMJDDRYYY) 03/10/10 NAIC # COVERAGES CERTIFICATE HOLDER Page2of3 CANCELLATION Date:3/1 0/201 0 04:50 PM Page:2 of 3 City of Miami Shores 10050 NE 2nd Avenue Miami Shores FL 33138 CITIO -C SHOULD ANY OF THE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAX. 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAL/RE TO DO SO SHALL IMPOSE NO OBUSATION OR LIABLRY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHOR® AT S WE cam ? � eta% 'i a2- t./YV:a -:d ACORD 25 (2009101) 10 198 -2009 ACORD CORPORATION. AU rights reserved The ACORD name and logo are registered marks of ACORD 33,i /14�� p -r . S� F<3 f2 F.1 1 e1�4�i r�R Nt /1# W 3€ 14 8viL 0/ Al 4 DC tere-aar 1 5 R C 0(4. 44 c ©So Are' ,24 c / 4 / r i rz- 33/3k 11 1 1 1 111 Michael J. Merry October 7th 2010 Florida Business and Professional Regulation 1940 North Monroe Street Tallahassee, FL 32399 -0782 Attn: Ms. Dawn McClellan - Case # 2010049499 Dear Ms. McCllellan: azn gi OCT 0 , , 2010 g 801 NE 97th St. Miami Shores FL 33138 (305) 613 2812 michaeljamesmerry@,hotmail.com Many thanks for your letter dated October 4th 2010 regarding the above mentioned Case Number. I am attaching, as requested, DBPR 0060 and DBPR 4355 completed. I have also enclosed on -line copies of check information from Bank of America for Check Numbers 2358 and 2362, both made out to Virtus Glass. I will not be able to forward you actual check copies until the Bank of America forwards these to me as they are not available on line after 6 months. Instead the Bank will send them to me via mail and I will forwad these on to you with the approprite explanations. I trust this information is sufficient to move forward. I have not heard from either Mosto Construction or Virtus Glass since ciling the complaint. Cordially Michael J Merry Mr. 1' or i i i i{ Director Miami Shores Building Department w/o attachments. 1 Michael J. Merry Sept 20 2010 Mosto General Contractor 19664 Villa Rosa Loop Ft. Myers Florida 33967 To Who It May Concern 801 NE 97th St. Miami Shores FL 33138 (305) 613 2812 michae 'amesmerry@ahotmail.com U)--- 1 This letter is to advise you that I have today filed a complaint with State of Florida Department of Business and Professional Regulation for non - compliance to specifications when installing Windows at 801 NE 97th St. Miami Shores Florida 33138 on or about April 12th 2010. This letter is being sent via Certified Mail and a copy sent via e-mail to you and to Virtus Glass, who, I undertand, contracted Mosto for the installation. Please be guided accordingly Michael J Merry CC Virtus Glass - 1040 Biscayme Blvd., Suite 2008, Florida 33132 Miami Shores Building Department 17 1 Michael J. Merry Sept 20 2010 Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores F133138 To Who It May Concern This letter is a request for an extension to a permit issued 4/7/2010 (WS 3 -10 -411) for installation of windows. I have, on Sept 30th 2010, submitted to the State of Florida Department of Business and professional regulation, a complaint against Mosto General Constructor, who installed the windows, and whose Glass and Frame installation did not meet specifications as listed in the original permit. I have also advised the Contractor via Certified letter of the actions being taken. I need additional time to wait for the answer to the complaint and see if the contractor will comply with the requirements. If they do not, then I will myself, have to arrange replacement. Will you please grant an additional six month extension to the permit which is valid through 10/4/2010. Will you please process this complain and advise the undersigned. Cordially Michael J erry Copies of complaints, advices to contractor and permit advice attached. A' p P � p � /PI( 801 NE 97th St. Miami Shores FL 33138 (305) 613 2812 michaeljamesmerry@hotmail.com pOERVIS SEP 2 12010 BY:.1L....„„..:,„,„ Michael J. Merry Sept 20 2010 State of Florida Department of Business and Professional Regulation Division of Regulation/Compliance Consumer Services 1940 North monroe St. Tallahassee, FL 32399 -0782 To Who It May Concern Please find attached DBPR CILB 4355 and DBPR 0060 forms filled in as requested. also included in this package are the following documents as back -up's: 1. Proposal (contract) for installation of new windows with all documentation submitted for permit, attached. 2. Inspection record with Peermit Number (WS 3- 1 - -411) from Miami Shores Village' 3. Notice of Commencement 4. Correction Notice (stop work order) 5. Inspection Worksheet (Failed to pass) 6. E -mail sent to Contractor advising of problem and reply promising to fix problem 7. Notice from Miami Shores village regarding expiration of permit. Will you please process this complain and advise the undersigned. Cordially Michael J Merry 1 801 NE 97t St. Miami Shores FL 33138 (305) 613 2812 miehaeljarnesmerry@hotrnail.com hotmail.com Dear Sir or Madam, Our records indicate that the permit referenced on the reverse side will expire soon. In order to serve you better, we are notifying you that work on this project must have an approved inspection or the permit will expire. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed.." Please be advised that open permits will hinder your ability to refinance or sell this property. Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. To schedule an inspection please call 305-762-4949 Sincerely, (CBO) Building Director DBPR CILB 4355 — Construction- Related Complaint Addendum STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION Division of Regulation /Compliance Consumer Services 1940 North Monroe Street Tallahassee, FL 32399 — 0782 NOTE — This form must be submitted as part of an entire packet. If you have any questions or need assistance in completing this application, pl ase contact the Department of Business and Professional Regulation, Customer Contact Center, at 850. 87.1395. on: Complaint State FL I am complaining in my capacity as a: Homeowner ❑ Subcontractor ❑ Supplier ❑ Building Department ❑ Contractor ❑ Owner of Commercial Structure ❑ Other Select the category that best summarizes the work the contractor did for you or that yo.l were involved in: ❑ Built house ❑ Remodeled house ❑ Air - conditioning or heating work at house ❑ Re- roofed or repaired part of the roof of a house ❑ Built residential pool ❑ Plumbing work ❑ Built addition to house ❑ Built commercial structure ❑ Remodeled or built addition to comme cial structure ❑ Commercial roof work ❑ Electrical work ❑ Other: Installed New Windows Please select the categories below that best describe your basic complaint: ❑ Poor workmanship by contractor ❑ Job finished, but contractor will not correct problems ❑ Roof Teaks; contractor will not repair ❑ Contractor failed to pay subcontractors /suppliers ❑ Contractor taking unreasonably long time to do the job .. Contractor abandoned job ❑ Financial dishonesty /misconduct by contractor 2005 December 08 6 of 8 Page 1 of 3 License Number (if known) CGC151020293 Company /Occupation General Construction Street Address or P.O. Box 19664 Vila Rosa Loop, 1 t City Fort Myers I State FL I Zip Cod ( +4 optional) 33967 County (if Florida address) LEE I Country USA I s .®. ,fi Primary Phone Number 305 992 5003 Street Address Yk. YYk.,:m}�:e d 41, Primary E -Mail Address mostocontractorsaleseD! sa °fit SL' mail.com �� @a ; S J - r City I State I Zip Cod j.; ( +4 optional) County (if Florida address) Country Middle Street Address or P.O. Box Country Zip Cod = ( +4 optional) County (if Florida address) Primary Phone Number County (if Florida address) Primary Phone Number State Primary E -Mail Address Last Name First Middle Title I Suffix Alternate Phone Number Zip Cod' ( +4 optional) Street Address or P.O. Box DBPR 0070 — Uniform Complaint Form — Construction Last Name Mosto General Contractor 2005 December 08 First 3 of 8 Middle Page 2 of 3 Suffix ctlon: Complaint Last Name First Middle Title Street Address or P.O. Box County (if Florida address) Primary Phone Number Alternate Phone Number Zip Cod ( +4 optional) Last Name First Middle Title Suffix Norman Bruhn J Building Insp- or Street Address or P.O. Box 10050 Northeast 2nd Avenue City Miami Shores Primary Phone Number 305 - 827 -4015 State Florida Alternate Phone Number Tip Cod ( +4 optional) 33138 Last Name Street Address or P.O. Box County (if Florida address) Primary Phone Number Zip Cod (+4 optional) Alternate Phone Number DBPR 0070 — Uniform Complaint Form — Construction. Page 3 of 3 I affirm that I have provided knowledge. Complainant Sign Here: 2005 December 08 trove information completely and truthfully to the • est of my Send your completed complaint and documentation to: Department of Business and Professional Regulation Division of Regulation/Compliance — Consumer Services 1940 North Monroe Street Tallahassee, FL 32399 — 0782 4 of 8 Date: Construction: Complaint Last Name Meny First Michael Middle James Title it Suffix Mr. Your Company /Occupation None Street Address or P.O. Box 801 NE 97th St. City Miami Shores County (if Florida address) Miami Dade Primary Phone Number 3056132812 State FL Country USA Prima E -Mail Address michaeljamesmerry@hotmail.com e. Unlicensed Activity Complaint? Yes CI No If this is hurricane related, please specify which one: Charley° Frances° ivanO Jeanne° Dennis° Katrina° Wilma° Other° How did you get this complaint form? (check one): Toll Free Line° 850.487.13950 Punta Gorda Bldg Dept° Wilma Task Force° Otl Unknown 0 r0 On January 11th, 2010 I contacted Virtue Glass, 1040 Biscayne Blvd. Suite 2008, Miami Florida 132. (Mr. J. C. Arenas) In order to obtain a quotation to install new windows in my residence. On January 15th I r= Oeived a written proposal for impact resistant windows, with price} to Include all material and installation. Material 1 Miami Dade county approved. Installation include removal and disposal of existing windows, then installation o lmew windows. Proposal Include minor stucco repairs around the opening, exterior / Interior and touch up paint e payment terms were listed as 50% Deposit. 30% Upon Delivery of material, 20% Upon completion. Exclusions: P = rmit city fees, Permit $250. Engineering $300 On February 16th 2010, check # 2358 was issued to Virtue glass in the amount of $1912.50 as a posit for window replacement. On February 22, February 24, March 1st and March 4th calls were made to Virtue office (305 359 98) and to Mr. J. C. Arenas (786 728 0742) to enquire when the Installation would commence. On March 4th 2010, an email was received from J. C. Arenas stating install would commence on dnesday March 10th. On March 10th 2010, check # 2362 was issued to Virtue Glass in the amount of $1147.05 as a pa ent for glass delivery. On March 12th 2010 an email was sent to Virtue saying that it was absolutely necessary to obtain certificate to start work before the Installation could commence. s j On April 12th J. C. Arenas sent an email saying he would b ring the certificate to my residence. On March 10th 2010, check # 2362 was issued to Virtue Glass in the amount of $1147.05 as a pa ent for glass delivery. Numerous calls were made to Virtue and to J.C. Arenas between March 11th and April 11 when 1 was advised that installation would start 12th. On April 12th installation commenced but was halted when a Miami Shores Code enforcement offi ' came to the house and asked to see the permit. No permit appeared to have been pulled, although J. C. Arena told the Inspector that it was probably at the Code Enforcement Office. The installation was performed by QSTO GENERAL CONTRACTOR CGC 151020293. MOSTO was hired by Virtue Glass to perform the In II. DBPR 0070 — Uniform Complaint Form — Construction Attach additional sheets as necessa 2008 December 08 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION 2 of 8 Page 1 of 3 ct(on: Complaint Install then ceased Building Inspector installation did not actual work and gia would have to be re proper permit was pulled. Upon receipt of the permit two days later, a Miami Shores de an inspection of the work and advised J. C. Arenas (who was present) that the window set specifications for Wind Pressure and frame twits and that he would not pass the work. The s were not to the specifications hi the issued permit, He advise J. C. Arenas that the windows laced. • From April 19th th June 24th numerous calls were made and a -mails were sent to Virtue and to Arenas and were not answered. Inaily on June 24th an email was received saying that Arenas would bring a new installer on June 26 to look at th Job and order new glass. On July 6th Arenas sent an email with a copy for an order for new Glass to be purchas a . from Arch Aluminum of Atlanta Georgia. On July 26th Glass was delivered and an email was sent to Arenas sayin that the new glass seemed to be tinted whereby the original glass was plain. Also that no specification stoke ere on the glass. A reply was received saying it was actually tinted gray. • On July 28th an e = II was sent to Arenas asking him if he was sure the glass would pass inspection. that he was 99% su there would be no problems and that he was coordinating installation for ie coming we k. In an additional email o July 28th I called the Miami Shores Building Department to set up a meeting between the Inspector and J. C. =nes. I was told that the Inspector would be available Friday 30th around 1030am and confirmation to rmaonof the d V,.e and this was t sent t. . That was the last time we have ea d from Virtue Arenas. asked for The Installation was rc t completed as required by permit, the specifications on the request for the permit did not match the materials i s ed. i have been advised by Miami Shores Building Dept. that the job must be corrected. Attach additional sh sts as necessary. 2005 December 08 2of8 Construction: Complaint " hg z.,: o E?< � � ` } c w -: I ., ". . `a �..'' "• r .�. fir. as � 1 . Was your contract in writing? Yes ® No ❑ . �, 2. What was your contract price? $3998.00 3. What was the contract execution date? March 12th 2010 4. What was the work begin date? April 12th 26i What was the work end date? April 16 2016 5. What was the total amount paid to the contractor? $3059.55 6. Have you had to pay subcontractors or suppliers directly? Yes ❑ No El 7. If you have paid subcontractors or suppliers directly, how much and why? 8. Are there now unpaid bills owed to subcontractors or suppliers which contractor should have paid? Yes ❑ No El 9. What is the total of such unpaid bills? 10. Have you filed civil suit against a contractor? Yes ❑ No © Have you obtained a judgment? Yes ❑ No ILI 11. Have any liens been filed? Yes ❑ No 12. Did contractor sign any statements to the effect that all bills have been paid? Yes ❑ No El 13. Have you fired the contractor? Yes ❑ No EU 14. Has the job now been completed by you or a new contractor? Yes ❑ No El 15. What is the actual or estimated cost to finish the job if you hire another contractor $3,000.00 d .s 8� $1^ f m.,. � a.: �' _ Yy a 16. Was a permit required for the work that was to be completed by the contractor? Yes ® No ❑ 17. If required, was a building permit obtained from the building department? Yes ® No ❑ If yes, what is the name of the building department? Miami Shores Permit Number 5...-5_, t i 1 Date Issued - -f 3 al 0 18. Who pulled the permit? 1 1/440 19. Was the permit obtained on time? Yes ❑ No El 20. Were any inspections missed or performed late? Yes ❑ No Pr 1 21. Did the site pass final inspection by the building department? Yes ❑ No jir 22. If the site did not pass final inspection by the building department, explain why. Materials installed did not match specifications listed on permit application _ 23. Was a Certificate of Occupancy issued? Yes ❑ No O DBPR CILB 4355 - Construction- Related Complaint Addendum Page 2 of 3 2005 December 08 7 of 8 Con tniction: Complaint DBPR CILB 4355 — Construction - Related Complaint Addendum 24. Has the contractor offered to make repairs? Yes ❑ No 25. Has the contractor made attempts to make repairs? Yes ❑ No If yes, how many times? 26. Have you had any other licensed contractor, architect or engineer inspect the wo Yes ❑ No ® I affirm that 1 have provided the above information completely and truthfully to the best f my knowledge. Whoever knowingly makes a false statement in writing with the intent to 'stead a public servant in the performance of his official duty shall be guilty of a misdemeanor o the second degree (FI tatute 837.06). Sign Here: � Date: 1 /610 2005 December 08 8 of 8 Page 3 of 3 Construction: Complaint DBPR 0060 — General Explanatory Description STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION NOTE — This form must be submitted as part of an application packet Last Name First Middle Title Michael Merry James The contract signed for installation of new windows was with Virtus Glass 1040 Biscayne Blvd. Suit= 2008, Miami Florida 33132. (Mr. J. C. Arenas). It appears that Virtus sub - contracted MOSTO General Contractor to actually install the Glass. The glass that was installed did not match the specifications that were submitted and approved for the permit to Miami Shores Building Department. Miami Shores Building Department refuses to sign off on the Job because of this. I am told the windows will have to be replaced with windows that match code requirements. Virtus submitted the permit request (after install had been stopped by a code enforcement inspector and also supplied the glass that was installed. Virtus KNEW the glass did not meet specifications submitted. MOSTO, the contractor who was hired by Virtus to install the windows did not do due diligence on materials before installation and did not check to see if a permit had been obtained before starting work. The f ct that a permit was not pulled until after install was complete means that MOSTO worked illegally. 2005 December 08 5 of 8 Page 1 of 1 Suffix Mr . Constructlon: Complaint