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RC-09-7451 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Glass i atro :Adds €' Altotatlot Pet n Status :APFR:OVED Parcel Number Expiration: 1210712009 Applicant 1201 100 Street 1132050090630 Miami Shores, FL 33138 -2603 Block: Lot: Owner Information Address DAVID & SOLIMAR MARKARIAN 1201 100 Street 305 - 756 -3634 MIAMI SHORES FL 33138 -2603 DAVID & SOLIMAR MARKARIAN Phone Cell • Contractor(s) SAAD HOMES INC Phone (305)829 -8992 Cell Phone Valuation: $ 4,000.00 Total Sq Feet: 0 Approved: In Review Comments: Date Approved: In Review Date Denied: Type of Construction: BATHROOM REMODEL Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Additions /Alterations Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $2.40 $0.80 $150.00 $15.00 $50.00 ($50.00) $3.75 $171.95 Invoice # RC -5 -09 -34710 RC -5 -09 -34710 Check #: 8215 Total Amt Paid Amt Due $ 171.95 $ 121.95 $;500:<:: ....................... $ 171.95 $ 171.95 $ 0.00 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Final Electrical In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes . I understand that separate permits are required for ELECTRICAL. PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. June 16, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date June 16, 2009 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): daMEMFM1 la MAY 0 4 2009 Permit No. FC1 Cfl. —145 Master Permit No. Loral i Owner's Name (Fee Simple\ Titleholder) ` �� -z r 'Phone Ow er's Address f ...$ V City Q{ fil 1 r YZ State DEC Zip ' 1 Tenant/Lessee Name Phone # Job Address (where the work is being done) t 901 �+ k_ tO Deel City Miami Shores Village County Miami -Dade Zip 3311 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name o 0 ` E, .Y ' c ° ,IhC,' Phone # ^��( Contractor's Address (O' ( t_ 0011-111 City \\D\ state i012CA Zip Qualifier Name 1\ Phone # z - etc{ 92., '2., State Certificate or Registration No. Certificate of Competency No. 4iue of*ork For this Permit $'' itEn Oneer's Name (if applicable) o .ii�.-A1pte +Ri <; Squarfe / Linear Footage Of Work :. Type of Work: DAddition ❑Alteration [New Describe Work: ..4/1/7 ock_ L:i iU Ej ❑ Repair/Replace ❑ Demolition ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *F * * * * ** oZ Submittal Fee $ � DO Permit Fee $ Notary $ J'� Training/Education Fee $ Scanning $ IS ' V V Radon $ Bond $ Cod Structural Review. $ DPBR $ ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ • 40 co Technology Fee $ 3 :1S Zoning $ Double Fee $ nn Total Fee Now Due $ 1 O�� . q s • JUN 1 6 2009 MIAMI SI-'OPFS VILLAGE See Reverse side -, Bonding Company's Name (if ;applicable) Bond City Mort Mortl City _ Appli coma consti WEL1 OWN applic; "WAF PAYE' J CONS = tr COM? O1- Q Notice F CC promis 2 whose W 0 for the U Ill SUBMITTAL D N W cc 0 ci 5 z RESUBMITAL DATES: IMPACT FEES 1- (J W cc a 4"'\ Z \ b Z C J 0 I-- U) -J ....J.- ute.._[ne ouauing permit is ee will be charged. inspection well not be approved and a reinspect, Ailgr Signature R.,-■��'r Owner or Agent • U Z 0 that no work or installation has 'andards of all laws regulating WORK, PLUMBING, SIGNS, 'be done in compliance with all IT MAY RESULT IN YOUR CO OBTAIN FINANCING, • G YOUR NOTICE OF C.) X ring $2500, the applicant must W 411 be delivered to the person a- . 2 must be posted at the job site issued. In `tTae- absence of such posted notice, the The foregoing instrument was acknowledged before me this The fore of g instrument was acknowledged before me this day of who is personal NOTARY CAR n %*191038i0W010Q1 8a EXPIRES: JUN 20,2009 Bonded through 1st State Insurance oath. who is personally to me nr who has produced NOTAR "';:' i ifi CAR�II A an oath. :• , ." 'S8 IISSI N # DD416398 aa _ EXPIRES: JUN 20, 2009 `•°`,�•�' o ed through 1st State Insurance Sign: _ � i>� Sign: .!d " Print: 6 i'✓� , Print: MAYA= My Commission Expires: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning Charlie Crist Governor gi_E@ME'VM JUN �2 nog D B Y: ..... Ana M. Viamonte Ros, M.D., M.P.H. State Surgeon General (Saad Homes) 1201 NE 100 St Miami, FL 33138 RE: Contingency Letter Application Document No: AP923656 Centrax Permit Number. 13 -SC- 983163 OSTDS Number: 1201 NE 100 St Miami, FL 33138 Lot: 1 Block: 5 May 26, 2009 Subdivision: Dear Applicant: This will acknowledge receipt of an application dated 05/21/2009 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. .There is no increase in sewage flow, no change in characteristics compromising the integrity or function of the system. From a review of your completed application, it has been determined that your existing system is adequate for the proposed use.. AP 923656 is approved for the remodeling of a bathroom. If you have any questions on this matter, please call our office at (786) 315 -2444. Enclosures cc: Sincerely, Jos - verb neer Specialist II Miami -Dade County Health Department 1725 NW 167th St, Opa Locka, FL 33056 Phone: (786) 315 -2444 Fax: (786) 315 -2090 Miami Shores Village Building Department 10050.NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 PERMIT #: RECEIPT DATE: ailag I r A. al 10 am ❑ Contractor ❑ Owner ❑ Architect Address: NAin - yz • From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to c i ue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: cZQJOg 01 PERMIT CLEARK INITIAL: V‘,..„. Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #; 14-S DATE: I, .k D( Contractor Owner ❑ Architect Address: � male, Oafq cerred►ehS 1#2.0i \co s From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami. Shores Village Building Departme J to continue permitting process. Acknowledged by: h PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: ItelSt lk VG). 5aA,(1 Ntot) I■kN w. f e y ua51ed it 'aka Permit No: 09 -745 Job Name: May 7, 2009 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 3 os_ 66 ?9331 Page 1 of 1 Building Critique Sheet 1) Plans must be approved by HRS for the septic system. 2) Provide design wind loads for the windows. 3) Provide the wind design criteria. 4) Provide a detail for the window infihl. 5) Remove all notes that do not pertain to this job. 6) Provide window product approvals signed by the designer of record as review and approved. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 l/JEE i k1 644 A .2 0ir A.2 ® _ a - 05v 1.1514 0441 Z•d 6£09-629-90£ sewoH pees B66:60 60 91. /WA ii7F:�DIIY�: , nL. NOTICE OF COMMENCEMENT WCRECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 410 TAX FOLIO NO. STATE OF FLORIDA COUNTY OF DADE: RECIVVED JUN 16 tu99 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real prope 713, Florida Statutes, the following infomraiton is provided in this Notice of Commencement. 1. } Legal description of property and street address: 5 �5 � �t (o (\ C- 1 jk f) 765 13iCk6 5 i (�T z —L.r1 lin 1r N •• s -eT L (Cu u hore l lVo Description of improvement an �n . �•. with Chapter 3. Owner(s) name and address: \) C l e 1 ' tt i 1 I NE. iC ST a nl i -)n :mac 1 Interest in property: Name and address of fee simple trtJeholder: S' -- 4. Contractor's name and address: . °Fi'1 il'tz; , TfAno • 1 l C Sfi or- RI A, urNrrbFD 5. Surety: (Payment bond required by owner form contractor, if any)f HERE orig Name and address: Amount of bond $ 6. Lender's name and address: Y that this is office on ((�� TNESS han. and Official Seal. ARV - . CLERK, o I urt end 2oynty Courts By '� (o (J Q.C. 930(5 of the 7. Persons within the State of Florida designated by Owner upo ` hom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and address: 8. h addition to himself, Owner 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) Sig " re of Owner Print Owner's Name: Swom to and su fore me this 1 day of J u �, , 20 .. Print Notary's Name-e1 M My Commission Expires Prepared by Address: 4 � t( ',®/ &, Dti r3 3OLS' r coD Ix G'i m DOCUMENT COYER PAGE • ' 1 111111 11111 11111 11111 11111 11111 11111 1111 1111 CFN e09 o Z(34,31, 22 OR Bk 26903 P9S 0075 - 76; (2P9s) RECORDED 06/15/2009 15:57a02 HARVEY RUV'IN? CLERK OF COURT MIAMI-DACE COUNTY? FLORIDA EXIFLAJ MO By: gA/e Brief Legal Description: .Of Applicable) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 146553 Permit Number: RC -5 -09 -745 Scheduled Inspection Date: May 04, 2011 Inspector: Bruhn, Norman Owner: MARKARIAN, DAVID & SOLIMAR Job Address: 1201 NE 100 Street Miami Shores, FL 33138 -2603 Project: <NONE> Contractor: SAAD HOMES INC Permit Type: Residential Construction Inspection Type: Drywall Screw Work Classification: Addition /Alteration Phone Number 305 - 756 -3634 Parcel Number 1132050090630 Phone: (305)829 -8992 Building Department Comments INTERIOR REMODEL (BATHROOM RELOCATION IN GUEST ROOM) Passed 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- 146305. Work covered. Provide engineer report for framing, insulation, framing. NB May 03, 2011 For Inspections please call: (305)762 -4949 Page 1 of 21 emma E. M. Mora - Architect May 2, 2011 Miami Shores Village Building Department 10050 NE 2"d Avenue Miami Shores, Florida 33138 RE: David Markarian 1201 NE 100 Street Miami Shores, Fl 33138 Permit # RC -5-09 -745 Gentlemen: I1c. This letter shall serve as confirmation that we have inspected the partition framing, insulation and drywall installation at the above referenced project. Based upon visual observation and field inspection the partition framing, insulation and drywall screws and method of attachments for the drywall were found to be in compliance with the permitted set of construction documents and in accordance with the minimum requirements of the Florida Building Code. This inspection was performed by the Architect of Record. If we can be of further assistance, please do not hesitate to contact us at your earliest convenience. Sincerely yours, e Eusebio M. Mora Architect #00011732 6761 Southwest 68th Terrace • South Miami, FL 33143 • 305.740.5185 • moraarch @bellsouth.net Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 113213 Permit Number: RC -5 -09 -745 Inspection Date: May 05, 2011 Inspector: Bruhn, Norman Owner: MARKARIAN, DAVID & SOLIMAR Job Address: 1201 NE 100 Street Miami Shores, FL 33138 -2603 Project: <NONE> Contractor: SAAD HOMES INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number 305 - 756 -3634 Parcel Number 1132050090630 Phone: (305)829 -8992 Building Department Comments INTERIOR REMODEL (BATHROOM RELOCATION IN GUEST ROOM) Passed / Inspector Comments G� � � Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 April 18, 2012 Page 1 of 1 Miami Shores Villag Buildin g p De artment_ � 1 a° BY: .omm m 44..... 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. r L_ 5 ' 0 - 7 Master Permit No. g a - 5 _ -R Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Oe Pi d V Z (Phone #: Address: 1. 0 tor) T- `� City: o �A- k le�-C State: "r--11 (1 i 4_ Zip: (Bo() Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: #) ' 1\)E , OO 7 e'A • City: Miami Shores County: Miami Dade Folio/Parcel #: `— y2Q � ° L) 3 CD Zip: 3 (3 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: ' T)�,E5 ! Phone #: Address: t (s 1 LiDe 6-110 i-Th C -0-e' City: / M State: r1 CJCt Zi 3C� Certificate of Competency #: �� Email Address: Gc4 hp �s ®l Cc, n-i 1,..t RA /a�C t Phone #:3057 y®. S 1 I5 Qualifier Name: tq t berTD C f a d o • 1 O Phone #: t_ State Certification or Registration #: Contact Phone #( `)C t DESIGNER: Architect/Engineer: PI 1•N) X Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: Address ❑Alteration DNew ❑Repair/Replace ❑Demolition Description of Work: ce...pfii4-' AL 0 F Pelle Pt; COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ /T 3 . (Q CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ /SO CA-D • 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 Signature, Owner or Agent / / 1 Contractor The foregoing instrument was acknowledged before me this The foreg ing ins ent was acknowledged before me this 2 4 day of , 20 , by , day of lOfO�ieV�0 1Q by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: as ide NOTARY PUBLI Sign: Sign: Print: Print• ; ` My Commission Expires: Myd, tion and who did take an oath. APPROVED BY (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09Xrev6/4/10) Plans Examiner Structural Review ASIAN PIR Joe 22, 2® WIN Zoning Clerk Charlie Crist Governor Ana M. Viamonte Ros, M.D., M.P.H. State Surgeon General May 26, 2009 (Saad Homes) 1201 NE 100 St Miami, FL 33138 RE: Contingency Letter Application Document No: AP923656 Centrax Permit Number: 13 -SC- 983163 OSTDS Number: 1201 NE 100 St Miami, FL 33138 Lot: 1 Block: 5 Subdivision: Dear Applicant: This will acknowledge receipt of an application dated 05/21/2009 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. .There is no increase in sewage flow, no change in characteristics compromising the integrity or function of the system. From a review of your completed application, it has been determined that your existing system is adequate for the proposed use.. AP 923656 is approved for the remodeling of a bathroom. If you have any questions on this matter, please call our office at (786) 315 -2444. Enclosures cc: Sincerely, Jos ver_• % neer Specialist II Miami -Dade County Health Department 1725 NW 167th St, Opa Locka, FL 33056 Phone: (786) 315 -2444 Fax: (786) 315 -2090 MIAMI DADE COUNTY � v' ��__ BUILDING CODE COMPLIANCE OFFICE �! PRODUCT CONTROL DIVISION `" -_e iUN 0 S 2009 NOTICE OF ACCEPTANCE OA Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FL 33012 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DAUB FLAGLER BUILDING 140 WEST FLAGLER STREET, SVITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 This NOA is being issued under the applicable rules and regulations : • v =` +i o ` + 'w ction materials. The documentation submitted has been reviewed by Mi. u ; �� r t +ntrol Division and accepted by the Board of Rules and Appeals (BORA) to„, D:* County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AIII (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 4302 Aluminum Fixed Window — L.M.Z APPROVAL DOCUMENT: Drawing No. PW08 -01, titled "Series 4302 Aluminum Fixed Window Impact Resistant", sheets 1 through 8 of 8, dated 08/18/08 with revision dated 09/23/08, prepared by Sunshine Windows Manufacturing, Inc., signed and sealed by Francisco Hernandez, P.E., bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process, Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 03-0314.07 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08=0902.10 Expiration Date: September 11, 2013 Approval Date: October 23, 2008 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No PW08 -01, titled "Series 4302 Aluminum Fixed Window Impact Resistant ", sheets 1 through 8 of 8, dated 08/18/08 with revision dated 09/23/08, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Teat per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum arch, eyebrow and rectangular fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-3388, dated August 14, 2002, signed and sealed by Joseph Chan, P E. (Submitted under previous NOA # 03- 031407) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Sunshine Windows Manufacturing, Inc., dated 08/20/08, signed and sealed by Franco Hernandez, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Saluda Inc. for their "Saflex IIIG Clear or colored interlayer" dated May 04, 2006, expiring on May 21, 2011. F. STATEMENTS 1. Statement letter of conformance, dated August 20, 2008, signed and sear by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated August 20, 2008, signed and sealed by Francisco Hernandez, P.E. 3. Laboratory compliance letter for Test Report No. FTL -3388, issued by Fenestration Testing Laboratory, Inc., dated September 5, 2002, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA # 03- 0314.07) G. OTHERS 1. Notice of Acceptance No. 03-0314.07, issued to Sunshine Windows Manufacturing, Inc. for their Series "4302 Aluminum Fixed Window — Impact", approv .' in 09/11/03 and expiring on 09/11/08. Manuel P E. Product Control e i q er NOA No. 1 ; -1 • °12.10 Expiration Date: September 11, 2013 Approval Date: October 23, 2008 E -1 WINDOW S$ZE L X 9 INCHES DESIGN PRESSURE CHART - PSF NU OHR OF ANCHORS PO$' NEG. LONG SIDE INCUNED SIDE SHORT SIDE 108 X 26 11 12 3 75.00 75.00 96 X 26 10 11 3 90.00 90.00 91 X 26 10 11 3 90.00 90.00 84 X 26 9 10 3 90.00 90.00 78 X 37 8 9 4 55.50 55.50 78 X 28 8 9 3 90.00 90.00 78 X 19 8 9 3 90.00 90.00 63 X 46 7 8 5 72.00 72.00 63 X 39 7 8 5 83.78 83.78 63 X 37 7 8 4 88.32 86.32 63 X 28 7 8 3 90.00 90.00 83 X 19 7 8 3 90.00 90.00 48 X 48 5 8 5 73.13 73.13 53 X 46 6 7 5 76.30 76.30 53 X 39 6 7 5 90.00 90.00 53 X 37 6 7 4 90.00 90.00 53 X 26 6 7 3 90.00 90.00 53 X 19 6 7 3 90.00 90.00 46 X 39 5 6 5 90.00 90.00 46 X 37 5 6 4 90.00 90.00 48 X 26 5 8 3 90.00 90.00 46 X 19 5 8 3 90.00 80.00 38 X 37 4 5 4 90.00 90.00 38 X 26 4 5 3 90.00 90.00 38-X 19 4 5 3 9040 90.04 26 X 28 3 4 3 90.00 90.00 26 X 19 3 4 3 90.00 90.00 74 X 39 8 9 5 76.42 78.42 74 X 37 8 9 4 79.10 79.10 74 X 28 8 9 3 90.00 90.00 74 X 19 8 9 3 90.00 90.00 TXP. 90 CORNER. DETARL 0A RECTANGLE TYPICAL ELEVATION ALMON 1ILTD (NEloo felk CORNER. DETAIL. 61 CORNER. DETA_1I.62 T B COMER DUAL 12" MIN. 4•.0 ate CI7M D T*L 4atiN 2 L. 16 MAX. M. SIFT SZE (8) TRAPEZOID TYPICAL ELEVATION ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4° ELCO TAPCON WITH 1 1/2' MINIMUM EMBEDMENT INTO WALL 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4' SMS. STEEL MATERIAL SHALL CONFORM TO ASTM A500,A653 OR 436 WITH 12 Go MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6083 -75 WITH 1/8- MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4" SME 1,1/2' MINIMUM EMBEDMENT INTO WOOD 4.THis PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE CLASS: 0.34" OVERALL LAMINATED GLASS USINO TWO LTTES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX 1110 INTERLAYER FILM. WEL1)11M : FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY B 59 e&m ta,1e Etm Mortk MAC= HE MiIFIOFZ FROM% P / 81m3 ANTE NM 0 9 SHEET 1 OF 8 WINDOW 911.43 RP %H INCH85 DESIGN PRESSURE CHART - PSF NOMBBHOF ANCH POS. NEC. SILL AAM� CIRCLE TOP 26 X 108 3 11 4 90.00 90.00 26 X 96 3 10 4 80.00 90.00 26 X 91 3 10 4 90.00 90.00 26 X 84 3 9 4 90.00 90.00 37 X 78 4 8 8 55.50 55.50 28 X 78 3 8 4 90.00 90.00 19 X 78 3 8 3 90.00 90.00 481(83 5 7 7 72.00 72... 39 X 63 5 7 6 67.20 87.20 37 X 53 4 7 6 70.10 70.10 26 X 63 3 sa 4 90.00 90.00 19 X 63 3 7 3 90.00 90.00 48 X 48 5 5 7 73.13 73.13 48 X 53 5 6 7 72.00 72.00 391(53 5 6 6 82.50 82.50 37 X 53 4 8 6 84.00 84.00 28 X 53 3 8 4 90.00 90.00 19 X 53 3 8 3 90.00 90.00 39 X 48 5 5 8 90.00 90... 37X48 4 8 8 80.00 90.00 281(48 3 5 4 90.00 90.00 19 X 46 3 5 3 90.00 90.00 37 X 38 4 4 6 80.00 90.00 28 X 38 3 4 4 80.00 90.00 19X38 3 4 3 90.00 90.00 28 X 26 3 3 4 90.00 90.'x' 19 X 28 3 3 3 90.00 90.00 39 X 74 5 8 6 66.60 66.60 11913011111113111111111113111 57.00 57.00 26 X 74 3 8 4 90.00 90.00 18 X 74 3 8 3 90.00 90.00 CORNER DETAIL61 m.90 (ORr1ERDHTAI. I► A UPRIGHT RECTANGLE WITH CIRCLE TOP TYPICAL ELEVATION CHOHB; 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4° ELCO TAPCON WITH 1 1/2° MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTION TO METAL STRUCTURE USE _1/4° SMS. STEEL MATERIAL SHALL CONFORM TO ASTM A=A853 OR A36 ALLOY 6063 WITH 11/8° MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4° SMS 1 1/2" MINIMUM EMBEDMENT INTO WOOD 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO LITES OF 1/8° HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX 510 INTERLAYER FILM. WLi1.DIXO: FOR CORNER WELDED CONNECTIONS USE 1/8° FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY PROaUCTRIit7HWED m somDiYlaSwattles Florida thildii,s Code Axepsanco Nn • : • ' ' • 10 II�YE6K. WINDOW SIZE W X H INCHES DESIGN PRESSURE CHART - PSF NUMBS OP ANCHORS • NEC. mi. CIRCLE TOP JAMBS 108 X 26 11 16 3 90.00 90.00 96 X 26 10 14 3 90.00 90.00 91 X 28 10 14 3 90.00 90.00 84 X 26 9 13 3 90.00 80.00 78X37 8 12 4 55.50 55.50 78 X 26 8 12 3 90.00 90.00 78 X 19 8 12 3 90.00 90.00 83 X 46 7 10 5 72.00 72.00 63 X 39 7 10 4 87.20 67.20 63 X 37 7 10 4 70.10 70.10 83 X 26 7 10 3 90.00' 90.00 63 X 19 7 10 3 90.00 90.00 48 X 48 5 7 5 73.13 73.13 53 X 46 6 9 5 72.00 72.00 53 X 39 6 9 4 82.50 82.50 83 X 37 6 9 4 84.00 84.00 53 X 26 B 9 3 90.00 90.00 53 X 19 6 9 3 90.00 90.00 48 X 39 5 7 4 90.00 90.00 46 X 37 3 7 4 90.00 80.00 46 X 26 S 7 3 90.00 90.00 46 X 19 5 7 3 90.00 90.00 38 X 37 4 6 4 90.00 90.00 38 X 26 4 6 3 90.00 90.00 38 X 19 4 6 3 90.00 90.00 26 X 26 3 4 3 90.00 90.00 26 X 19 3 4 3 90.00 MOO 74X39 8 12 4 56.40 56.40 74 X 37 8 12 4 59.10 59.10 74 X 26 8 12 3 90.00 90.00 74 X 19 8 12 3 90.00 90.00 1YP.90 cR DETAU IMO WOTH (96 SIDEWAYS RECTANGLE WITH CIRCLE TOP TYPICAL ELEVATION ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO TAPCON WITH 1 1/2° MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTION TO META(, STRUCTURE USE 1/4" SMS. STEEL MATERIAL SHALL CONFORM TO ASTM A500.A653 OR AM WITH 12 Go MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 -15 WITH 1 /B° MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 28Y WOOD BUCK OR WOOD STRUCTURE USE 1/4" SMS 1 1/2° MINIMUM EMBEDMENT INTO W000 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. OLASSt 0.34° OVERALL LAMINATED GLASS USING TWO UTES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX 1110 INTER LATER FILM. FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY PRODUCT OBIOWNED £67 =NON wgbtheRorkp OtdlJing Cale Ary {torte raga= Dato IP!I tju PJII•tu, BA RU P2 61323 e owe fdilufachobtg,{yf�ee. IIM4d�11bN 332I2 Ph+ 055)364-5052 Fm(303)521 -51+9 CRAMS pwOS O 1 SHEET 3 OF 8 WINDOW SIZE axx WHIM DESIGN PRESSURE CHART - PSF =KM O AN 8 POS. NEG. SILL ARCH 108 X 26 11 14 90.00 90.00 96 X 28 10 13 90.00 90.00 91 X 28 10 13 90.00 90.00 84 X 28 9 12 90.00 90.00 78X37 8 14 55.50 55.50 78 X 28 8 12 90.00 90.00 78 X 19 8 11 90.00 90.00 63 X 32 7 12 75.00 75.00 63 X 28 7 10 90.00 90.00 63 X 19 7 9 90.00 90.00 48 X24 5 9 90.00 90.00 53 X27 6 10 90.00 90.00 53 X19 6 8 90.00 90.00 46X23 5 9 90.00 90.00 48 X 19 5 8 90.00 90.00 38 X 19 4 7 90.00 90.00 28 X 13 3 8 90.00 90.00 74 X 37 8 14 57.00 57.00 74 X 28 8 11 90.00 90.00 74 X 19 8 10 90.00 90.00 ARCH TYPICAL ELEVATION 0S 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELOO TAPCON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS. STEEL MATERIAL SHALL CONFORM TO ASTM ..0853 OR A36 WITH 12 Ca MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6083 -T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY W000 BUCK OR WOOD STRUCTURE USE 1/4" SUS 1 1/2" MINIMUM EMBEDMENT INTO WOOD 4. TICS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. GLASS: 0.34" OVERALI. LAMINATED GLASS USING TWO UTES OF 1/8" NEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX 1110 INTERLAYER FILM. WELDING* FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY PI(ODUCT RENEWED as w:a?Sylm wish doFlorida GedtdfugCole Accortainx SV.i 6xgirvtdoa Dram a" RF J sock 1/24°9l 4a4e0m a9 -21.08 Ragan <1RAN0� NO. PWOB -01 SHEET 4 OF 8 8 8 FULL ROUND TYPICAL ELEVATION DESIGN PRESSURES POSIEVE=+90A0PSF NEGATIVE =-0.00PSP 39 WX CORNERDETAIL #1 TYP. 911 CORNER DETAIL. CORNER DETAIL A2 SOUS #8 X 1' QUARTER ROUND TYPICAL ELEVATION DESIGN PRESSURES POSITIVE =190.00PSP NEGATIVE =:- 90A0PSP ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4° ELCO TAPCON WITH 1 1/2° MINIMUM EMBEDMENT INTO WALL 2. FOR CONNECTION TO METAL STRUCTURE USE 1//4° SMS. STEEL MATERIAL SHALL CONFORM TO ASTM AS00.A853 OR A38 WITH 12 Go MINIMUM WALL IHICKNESS. ALUMINUM ALLOY 6083 —T5 WITH 1/8 MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4° SMS 1 1/2° MINIMUM EMBEDMENT INTO WOOD 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. COMER OEM. IN GLASS: 0.34° OVERALL LAMINATED GLASS USING TWO LEES OF 1/8° HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX TAG INTERLAYER FILM. QUARTER ROUND TYPICAL ELEVATION DESIGN PRESSURES PoSTPIVE =+90.00PSP NEGATIVE = - 90.00PSP MPLM FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4° MINIMUM LENGTH MAOE WITH ER4043 FILLER ALLOY PRODUCT RENEWED as teagilyinz with the Plod& Staling Coda Aecepracce No 0 RwirklianDik WITI :4 Sy1 /% 41. roue „r,...,,..,,,,. eI-^� bivi -�e I0 4I' -25 -08 PROCSC0 141100t0EZ FLOM PE / 51393 c,,,„ RF D soak 1 =1 Rptlom MOO NO. 01 SHEET 5 OF 8 OCTAGON TYPICAL ELEVATION DESIGN PRESSURES rosmvs= +90.GGPSF NEOATjVE = -90.00PSF CORNER DETAIL 01 7. HEXAGON TYPICAL ELEVATION DESIGN PRESSURES POSTFXVE = +9000PSF NEGATIVE= - 90.00PSF ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1 /e ELCO TAPOON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS. STEEL MATERIAL SHALL CONFORM TO ASTM AB00,A853 OR AAL.UMINUM ALLOT 606'3 -TS WITH 11/8 MINIMUM WALL THICKNESS, 3. FOR CONNECTION TO 28Y WOOD BUCK OR WOOD STRUCTURE USE 1/4" SMS 1 1/2" MINIMUM EMBEDMENT INTO W000 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO UTES OF 1/8° HEAT STRENGTHENED GLASS WITH A 0.080 SAFLEX IIIG INTERLAYER FILM. FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WTTH 1 1/4` MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY PRODUCT IDENEOPED as complying salts P1onds Bali 5Cate A M a a tcsNo 1.1: -0 .9_ an BMW osss r.1EfJ �. DM as -‘11111,k —25 -08 FUMED, PE /e r a Inc. '19 a°i a as (355)754-15112 ro=oO5)55 -51ie DR= e= RF Data SalliVet e moms 10. PW08 O1 SHEET 6 OF 8 t 1/4" MAX. SEM VOCE TYPICAL ANCHORS — --I/4` TAPCONS 1 1/2" MIN. EMBEDMENT INTO MASONRY THROUGH 1" SY HOOD BUCK (FOR MAL ANCHORS REFER TO ELEVADONS AND DEBION PRESSURE CHARS.) DETAIL VAUDS FOR JAMBS, HEAD AND SILL ATTACHMENT TO MASONRY 2• BY WOOD BUCK TYPICAL ANCHORS 1/4• SMB 1 1/2° MIN. PENETRATION INTO WOOD. (FOR MAIL ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS) DETAIL VAJDS FOR JAMBS. HEAD AND SILL ATTACHMENT TO WOOD MIAMI—DADE COUNTY APROYEO N 1/4" SMS TROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS.) DETAIL VAUOS FOR JAMBS, HEAD AND BILL TYPICAL ANCHORS 1/4 8NS TROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DEMON PRESSURE CHARTS.) DETAIL VAUDS FOR JAMBS, HEAD AND SILL. ATTACHMENT TO METAL STRUCTURE (STENO. OR ALUMINUM 1/6° MIN. THICKNESS) ATTACHMENT TO MULLION DETAIL TYPICAL ANCHORS —1/4" TAPCONS 1 1/2° MIN. EMBEDMEM INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE WM.) DETAIL YAWS FOR SILL ONLY ATTACHMENT TO PRECAST SILL TYPICAL SECTIONS TYPICAL ANCHORS TAPCONS 1 1/2 MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY ROOD BUCK OR NON SHRINK NON METALLIC GROUT (OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS.) DETAIL VALDS FOR SU.L ONLY ATTACHMENT TO MASONRY cameo Na PW08 -01 SHEET 7 OF 8 SECTION A - A SECTION B - B GLAZING DETAIL 0.090* 1NrERLAYER MATERIAL LIST ITEM R PART DESCRIPTION MATERIAL 1 SW -101 HEAD. SILL AND JAMB 8085 -T8 2 SSW -101 OLAZN0 BEAD 8083 -TB 3 ANCHORS SEE ELEVATION SHEETS 4 # 8' X 1' PH S,M.S ASSEMBLY SCREW 8 .340° LAMINATED GLASS /HEAT STIR SEE OLA7lNG DETAIL SHEET 7 8 - STRUCTURAL SILICONE DOW COMIC 880 1.312* mat ND. 1 PART SW -101 OOSD ITEM Nd, 2 PART SSW -101 MAURO BRAD B OD C LE EWEOD . No ;,. , x. Og.10 AugriPsoo °l- 2s-L'S mresco tt e Mgt Pt