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RC-08-1185Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305 -795 -2204 Fax: 305- 756 -8972 This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Contractor SPECIALIZED CONSTRUCTION INC NONE Date Issued Occupancy R Load Occupancy 280 SQ FT Type Not Transferable POST IN A CONSPICUOUS PLACE 7 17, 7 _ � . "r n -.mss --. WV` '5- Permit Number: RC -6 -08 -1185 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 164267 Inspection Date: September 08, 2011 Inspector: Dacquisto, David Owner: BIENSTOCK, JENNIFER Job Address: 275 NE 105 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SPECIALIZED COSNTRUCTION INC Permit Type: Residential Construction Inspection Type: Declaration of Use Work Classification: Garage Enclosure Phone Number Parcel Number 1122310130520 Phone: (786)251 -5691 Building Department Comments GARAGE CONVERSION TO 1 BEDROOM AND BATHROOM RELEASED TO DIEGO TEJERA TO TAKE TO DERM AND HRS ON 9/23/08 MLD %.v t� 7713(1/ Passed Inspector Comments (-` Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until September 08, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 DOCUMENT COVER PAGE For those documents not providing the required space on the first page, this cover page must be attached. It must describe the document in sufficient detail to prohibit its transference to another document. An additional recording fee for this page must be remitted. Document Title: OtCA, cw' & , r) i 14•S e' 111111111111111111111111111111111111111111111 CFH 2011R0598312' OR Bk 27817 Pss 0469 - 4709 (2pss)' RECORDED 09/07/2011 13:41:26 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA (Spy above this line reserved forrceording office use) (Mortgage, Deed, Construction Lien, Etc.) Executing Party: 1-e hn tP- C. (S1- e.n,rd.) c,ik Legal Description: (If Applicable) As more fully described in above described document. Return Document To / Prepared By: F.S. 695.26 Requirements for recording instruments affecting real property— (Relevant excerpts of statute) (1) No instrument by which the title to real property or any interest therein is conveyed, assigned, encumbered, or otherwise disposed of shall be recorded by the clerk of the circuit court unless: (e) A 3 -inch by 3 -inch space at the top right-hand corner on the first page and a 1 -inch by 3 -inch space at the top right -hand comer on each subsequent page are reserved for use by the clerk of the court... CLK/CT 155 Rev. 04/11 PREPARED BY: C c F 1r%f j ck OR BK. 27817 pG 0470 IL.AST PAGE Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami. Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972. DECLARATION OF USE KNOW ALL MEN BY THESE PRESENTS: PRESENTS: WHEREAS, the undersigned b1Y11# C• e terms f1 sd is/are the fee simple owner(s) of the following described property Property" situated and being in Miami Shores Village, Florida: p Lot(s) 1 X- Block 14 of f ds I Q.Y'k (Subdivision), according to the plat thereof, as recorded in the Plat Book Page no of the Public Records of Miami -Dade County, Florida, (address) %-75 (JE Log ' gj, mlatrt t $ho-e3-i ft 3313 WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document In consideration thereof and to induce the Village to grant same: NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned do(es) hereby declare and agree: 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. a That he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant Is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above Properly and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance with the codes, rules and regulations of said Village then in effect IN WITNESS WHEREOF, the undersigned has/have caused 96 hand(s) and seal(s) to be affixed hereto on this day of 47-4' Signature and Print STATE OF FLORIDA COUNTY OF MIAMI -DADE OWNERS: Signature r and Print 'c I 5ten s t,ck Signature and Print c K. I HEREBY CERTIFY that on this day personally appeared before me �� ► li4 Oii>rL STOC wh sonally ffaiiiirme or has produced (type of identification)as identification and he/she acknowlelgethat he/she exe,C ci arg freely and voiuntanly, for purposes therein expressed. o�..c \en 3 SS�� ,si� 03"oirii;:ti.‘"... 6/? 4; 0 rte. 47'? SWORN TO AND SUBSCRIBED before me on this day of 200 ° ? I�Q • Ei c , UAL /C "'Op� sio it •. NOTARY PUBLIC, STATE,I`ir/ pt0? I ` Wino%% My commission expires: STAMM FLORIDA, COUNTY OF DADE IHE gyCERTIFYthatthisisatruecopyotme dad in this office L.- -. —= —am of A.D. 20 WITNESS my hand and Wilda, Seat Coudd CLERK. iva.yAr6. c 8 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 164265 Permit Number: RC -6 -08 -1185 Inspection Date: September 08, 2011 Inspector: Bruhn, Norman Owner: BIENSTOCK, JENNIFER Job Address: 275 NE 105 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SPECIALIZED COSNTRUCTION INC Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Garage Enclosure Phone Number Parcel Number 1122310130520 Phone: (786)251 -5691 Building Department Comments GARAGE CONVERSION TO 1 BEDROOM AND BATHROOM RELEASED TO DIEGO TEJERA TO TAKE TO DERM AND HRS ON 9/23/08 MLD Passed i-/i Inspector Comments 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 September 08, 2011 Page 1 of 1 4 1 June 28, 2011 Building Official Miami Shores Village Hall Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 RE: 275 NE 105 Street Miami Shores, Florida Garage enclosure /insulation Gentlemen: This letter shall serve as confirmation that based upon visual observation and inspection, the interior insulation at the above referenced property was installed as per the permitted construction documents, and the minimum requirements of the Florida Building Code. Should you have any questions, please do not hesitate to contact us. Eusebio M. Mora Architect #0011732 6761 Southwest 68th Terrace • South Miami, FL 33143 • 305.740.5185 • moraarch @bellsouth.net f Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 164264 Permit Number: RC -6 -08 -1185 Inspection Date: September 08, 2011 Inspector: Bruhn, Norman Owner: BIENSTOCK, JENNIFER Job Address: 275 NE 105 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SPECIALIZED COSNTRUCTION INC Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Garage Enclosure Phone Number Parcel Number 1122310130520 Phone: (786)251 -5691 Building Department Comments GARAGE CONVERSION TO 1 BEDROOM AND BATHROOM RELEASED TO DIEGO TEJERA TO TAKE TO DERM AND HRS ON 9/23/08 MLD Passed =/J Inspector Comments i7 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 September 08, 2011 Page 1 of 1 June 28, 2011 Building Official Miami Shores Village Hall Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 RE: 275 NE 105 Street Miami Shores, Florida Garage enclosure /reinforced masonry Gentlemen: This letter shall serve as confirmation that based upon visual observation and inspection, the reinforced masonry cells at the above referenced property were installed as per the permitted construction documents and the minimum requirements of the Florida Building Code. Should you have any questions, please do not hesitate to contact us. Sincerely, Eusebio M. Mora Architect #0011732 6761 Southwest 68th Terrace • South Miami, FL 33143 • 305.740.5185 • moraarch @bellsouth.net Property Address 27.7 Miami Shores • FL 33138-2023 ty.•- - • anic.:..,1 - R.e...,-,:lcinlial 1 Col 4•1?••02 , . -• , r::, 11 11 &22211 It Elect4ii.7,-al - Residenti,.741 1 011 412{- CLOSED 11 il 6121.,1-09 Re i'•;,:i,:•.:nt: -.3' ,..1:on.,_-'auction i---;:27:21108 Elx.PiRED 1 1 /113/211:109 Pluoll:.:qn - Residential 10)14/2009 CLOSED 11/16/2000 r• !F-k-f.,r-,:- " ■I', 1.7).i.15,,20;y:, E PiRED 12120/20Y:3 i '...nported Permit 1)16/2004 CLOSED 1/20/2004 ..............„................... le.,:i Permq 1,,n,:01:n.3 ••:4!:..•',E.l.) 3121/2002 VS1%12;0111 CANCELLED 1111'3/2010 N'A,-127..',..'5:3 Roiscri D',V."1: APPRCP-'ED ::;.,`•).,'2•010 1 IN SP- IStik364 )1r-,..rido.t.■ Dr 4iachimi:nt X-,•?PRO",,,,E0 4.,":2112010 INSP--;•.A,`;86 .01.;Indcno Libor Ataorirnent DEPOED U10310 • INSP-133605 Slab AP PROVED 1120/2010 tNSP-1.33347 Slab DENIED 11191201D INSP-140700 Framing APPROVED 412112010 IN$E-14:332 Insulation APPROVE-0 7/1:512010 1 INSP-148073 Insulation DENIED 7/1312010 - INSP-140139 Drywall C-/-crem APPROVED 7/2312010 1 INSP-130,530 tfirindow and Door Buck APPROVED 3/3/2010 .• INSP-1:336.134 Fill Cells Columns APPROVED 1/2013j10 1 INSP-1:335:21 Fill Cells Columns DENIED 1,11FEE 1/10/2010 INSP-122503 Rough.. APPROVED 1f712010 IN SP-127073 Top Out APPROVED 3/16/2010 I ti S P2OCE2-Q3 Painting .AP P ROVED 1,012003 INSP2004631 Final Building APPROVED 2/11/2004 I NSP2004-t26 Roofing APPROVED 21412004 I N S P2E104-307 Roofing APPROVED 112012004 1 WISP2004450 Roofing • APPRO '',,E13 1/30)2004 IN 22004-420 Roofing APPROVED 1/2012004 . iNSP7.004346 . Ro)fing CANCELLED .1 t2F.1.±.2004 'NSF-127E170 Final .APPRO2E0 12/112010 ( • INgP..177025 Rough AP FRO'vED .12/2010 11535- I250 W., W, APPROVED 211042010 INSP-2057 Final NONE Not issued INSP-2056 Foundation NONE Not Issued . .. ...... _... INSP-100300 %Aloe of Molation Inspection NONE Not Issued INSP-1603134 Courtesy Notice Inspection NONE Not Issued ,l:':.F.127079 Final ,,P P ROVED hdh..4 L,sued —„.„„„... Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 164268 Permit Number: RC -6-08 -1185 Inspection Date: September 08, 2011 Inspector: Bruhn, Norman Owner: BIENSTOCK, JENNIFER Job Address: 275 NE 105 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SPECIALIZED COSNTRUCTION INC Permit Type: Residential Construction Inspection Type: Soil Compaction Letter Work Classification: Garage Enclosure Phone Number Parcel Number 1122310130520 Phone: (786)251 -5691 Building Department Comments GARAGE CONVERSION TO 1 BEDROOM AND BATHROOM RELEASED TO DIEGO TEJERA TO TAKE TO DERM AND HRS ON 9/23/08 MLD Passedg' 9:A0.9 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until September 08, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 ALL STATE ENGINEERING ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. TESTING LABORATORIES - ENGINEERS- INSPECTION SERVICES - CHEMIST - DRILLING- ENVIROMENTAL SERVICES 2380 West 78t Street, Hialeah, Florida. 33016 - Phone: 305- 888 -3373 Fax: 305- 888 -7443 PROCTOR COMPACTION TEST ASTM D -1557 Date January 14, 2010 Order Number 10 -0017 Client Specialized Construction 10 Address 7335 SW 69 Ct. Miami, FL 33143 Project SFR Addition. ■ ■I Address 275 NE 105 St. Miami Shores, FL Sample Location Stock pile at the job site Soil Description Lime rock with lime sand mix Sampled by Abbasi Reported to TEST RESULTS Laboratory Number: 10 -0026 Sample Number: 01 The following compaction test was conducted in accordance with the standard methods for Moisture/Density relations of soil using a 10 Ib. Hammer and 18" drop A -ASHTO designation T- 180 -C. Optimum Moisture 100% Max, Dry Density 98% Dry Density 95% Dry Density Gradation test passing 314" Sieve 8.4 127.9 125.3 121.5 67.10% Sampled By Technician Name: Technician Signature Certificate #: Abbasi Abbasi Typed By: SF Dry Density vs % Moisture 5 6 7 8 9 10 11 12 >>- al w- a r o ■1 Mil Ira ■win1 ■ ■I _ /11 ' NM MEM I 20 % MOISTURE rp �tft lly. t.- —i! A Ica aseem Quadri, P.E. # 51481 ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. •- e• Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants, Inc. is not to be held responsible. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. • ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. TESTING LABORATORIES - ENGINEERS - INSPECTION SERVICES - CHEMIST - DRILLING - ENVIROMENTAL SERVICES 2380 West 78th Street, Hialeah, Florida. 33016 - Phone: 305- 888 -3373 Fax: 305 -888 -7443 Field Density Test of Compacted Soils ASTM D -5195 Client: Specialized Construction Order # 10 -0017 Address: 7335 SW 69 Ct. Miami, FL 33143 Date: 1/14/10 Project: SFR-Addition Gauge # 7833 Address: 275 NE 105 St. Miami Shores, FL Phone No: 124.8 Attention: Lab ID # Location 10 -0389 Building addition slab on grade SE Area 10 -0390 Building addition slab on grade Center Area 10 -0391 Building addition slab on grade NW Area 99.4 97.6 Description of Material Lime rock with Iime sand mix Back Fill 3 Sub grade Base rock Sampled By: Abbasi Tested By: Jose Laboratory Identification Number 10-0389 10-0390 10-0391 Test Number 1 2 3 Depth in Inches 12" 12" 12" Field Density LB /Cu Ft. (Dry Density) 125.3 127.1 124.8 Moisture Contents 6.7 8.0 < 6.9 Maximum Density In the Field ( %) 98.0 99.4 97.6 Compaction Requirement by Specs % of Maximum Density 95% 95% 95% 100% Maximum Density (Lab) 127.9 127.9 127.9 Proctor T -180 AASHTO Method C 10 -0026 10 -0026 10 -0026 Optimum Moisture ( %) 8.4 Tested by: Salahuddin Abbasi Signature: Certificate #: Respectfully submitted by, aseem Quadri, P.E. # 51481 ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants, Inc. is not to be held responsible. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of Statements, conclusions or extracts from our reports is reserved. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 164266 Permit Number: RC -6 -08 -1185 Inspection Date: September 08, 2011 Inspector: Bruhn, Norman Owner: BIENSTOCK, JENNIFER Job Address: 275 NE 105 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SPECIALIZED COSNTRUCTION INC Permit Type: Residential Construction Inspection Type: F. Termite Letter Work Classification: Garage Enclosure Phone Number Parcel Number 1122310130520 Phone: (786)251 -5691 Building Department Comments GARAGE CONVERSION TO 1 BEDROOM AND BATHROOM RELEASED TO DIEGO TEJERA TO TAKE TO DERM AND HRS ON 9/23/08 MLD Passed Ar17-:+11 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until September 08, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 • TERMITE & PEST SERItIt ES QUALITY • SERVICE • RELIABILITY 14252 S.W. 140th St, Unit #105, Miami, Florida 33186 Tel: (305)251-8445. Fax: (305)251-8986 0wwwapexpesteMcescom SERVICE AGREEMENT q5Total Cash Price . Less Down Payment Less Other Balance of Cash Price Drywood Termite Wood Ekver U Powder Post Betties Other C3 A Tent Fumigation B Chemical Control o C Heat Treatment METHOD OF PAYMENT t:I Cash la Check CI C.Card GENERAL PROVISIONS 1 During the term of this Agreement, Apex Termite and Pest Services will reinspect periodically upon the reasonable request of Buyer, and any necessary further ' treatment will be provided for at no adcfltiOnal charge. Buyer agrees to make the premises available for renspection. e. Apex 'Termite and Pest Services will renew this service annually for the premises for $ G S per year payable on or before each annual renewal data, provided that the company shall have the right to revise the annual renewal charge beginning the sixth (6th) year from the date of initial treatment. 3. Apex Termite and PeetServices shall not be responsiblefor present or future damage to property or contents, or foi repairs or compensation thereof. Theonly obliga- tion of ATIOX Termite and Pest Services shall be to provide the necessary additioriat treatment to the premises, at no extra cost, if live Inewtation of the above wood destroying Insect is found out the premises during the term of this agreement. 4. Tills agreement covers the premises diagrammed on the Graph as of the date of actual treatment, and in the event the premises are structurally modified, altered or otherwise changed after date of initial treatment, this agreement shall terminate unless a prior written agreement shall have been entered into by the Buyer for Apex Termite and Pest Services to reinspect the premises, provide additional treatment, and/or adjust the Annual Renewal Fee. 5. This agreement shall be effective only upon payment of the charge provided herein. Any unpaid balance is due upon release of fumigant. 6. In the event Buyer defaults on any Installment, the entire balance due hereunder shall became immediately due and payable with interest at the rate fixed by law and Buyer shall reimburse Apex Termite and Pest Services for it's cost of collection, including reasonable attomey's fees. 7. This will acknowledge that Buyer has read, understands and agrees to abide by the HOMEOWNER'S PREPARATIONS FOR FUMIGATION PROCEDURES as se forth on the attached fume 8. In the evert that the Buyer digs, trenches, or removes the treated soli barrier around the premises, then Apex Termite and Pest Sondem has the right to assess retreatrnent fees or void the warranty entirely Apex Termite. and Peat Services must be given reasonable notification prior to the commencement of said work on premises so retreabnent can be assessed. ACCEPTED BY NOTICE OF VIOLATION Miami Shores Village Code Enforcement 10050 N.E. Second Avenue Miami Shores, Florida 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 758 -8972 COMPLAINTANT: Miami Shores Village, Florida VS. VIOLATOR: BIENSTOCK, JENNIFER; Mailing Address 275 NE 105 ST MIAMI SHORES, FL 33138 -2023 Case Number: CASE -5 -11 -8612 Phone fall lai d: 05/31120111 07/ Notice of Violation: You are hearby notified that an inspection of the following property: Location Address Parcel No. Legal Description 275 NE 105 Street Miami Shores, FL 33138 -2023 1122310130520 FIRST ADD TO PASADENA PARK PB6-82 E75FT OF LOTS 1 & 2 BLK 14 LOT SIZE 75.000 X 100 disclosed that you are in violation of the following section(s) of the Miami Shores Village, Florida, Code of Ordinances: Violation Code # Description Sec. 6 -4(a). [Unauthorized Construction/Expired Permit(s)] Sec. 84. Permits - Application generally. (a) Required No person shall erect or construct or proceed with the erection or construction of any building or structure, nor add to, enlarge, move, Improve, alter, convert, extend or demolish any building or structure, or any group of buildings and/or structures under one or joint ownership whether on one or more lots or tracts of land; or cause the same to be done where the cost of the work is $100.00 or more in value; and on any remodeling or alteration job of any value; without first obtaining a permft therefor from the building department (Code 1971, § 5-3; Ord No. 48885, § 4, 9.3 -85) Sec. 6 -1. [Adoption of technical code(Florida Building ECode)] Sec. 8-1. Adoption of technical codes. The document marked, designated and known as the "South Florida Building Code," which is made a part hereof by reference, Is hereby adopted as a minimum standard for the purposes expressed therein and shall be known as the 'Building Code of Miami Shores Village," and this document shall be as fully effective as though every word, phrase, sentence or section of the South Florida Building Code were fully incorporated herein, except as modified or added to in sections of this chapter which follow. (Code 1971, § 5-0'» Case Detail: CASE -5 -11 -8612 Report Printed: 5/31/2011 Page 1 of 2 for the following reasons: EXPIRED PERMITS: & AN -12 -05 -1231. REMEDY: RENEW PERMITS, COMPLETE INSPECTION PROCESS AND CLOSE. You are directed to correct the above violation by 07/06/2011 and notify the Miami Shores Village Code Compliance office once the necessary corrective actions have been completed and the violation has been corrected. In order to correct the violation, you must undertake and accomplish the remedy in full. If the above - described violation is not corrected and approved by the Miami Shores Code Compliance Office by the deadline set forth (or if it is corrected but recurs), you are required to appear before the Miami Shores Village Code Enforcement Boad at Village Hall, Village Council Chambers 10050 N.E. Second Ave., Miami Shores Village, FI, at 6:00 p.m. on 07/07/2011. If the violation is corrected and then recurs or if the violation is not corrected by the deadline set forth above, the case may be presented to the Code Enforcement Board even if the violation has been corrected prior to the board hearing. If the property is not in compliance by the date set forth by the Code Enforcement Board, you will be required to appear on the first Thursday of the following month at 6:00 p.m. in the Village Council Chambers, which will be the Penalty Hearing Date. You are advised to bring to the Enforcement Hearing any witnesses and documentary evidence that you want the Miami Shores Village Code Enforcement Board to consider on your behalf. Furthermore, you are advised that in the event that you decide to appeal any decision reached by the board with respect to any matter considered at the Enforcement Hearing, you will need a record of the proceeding and you will need to ensure that a verbatim record is made of the testimony and evidence presented at the hearing. At the hearing you have the right to be represented by an attorney at your own expense to present evidence and witnesses, and to cross examine witnesses. Failure To Appear Failure to appear will result in this matter being heard in your absence. If you are found not to be in compliance with the code and you fail to correct the violation, the Code Enforcement Board can impose fines against you of up to$250.00 per day per violation, in addition to assessing against you the costs of the enforcement action. If you fail to appear as scheduled to contest the citation, you will be deemed to have waived your right to contest the violation and an order may be entered against you imposing a fine which would become a Lien against your property. If you have any questions, contact Anthony Flores immediately at(305) 795 -2207. MIAMI SHORES CODE ENFORCEMENT Anthony ores Case Detail: CASE-5-11-8612 Report Printed: 5/31/2011 Page 2 of 2 TERMITE & PEST SERVICES QUALITY • SERVICE • RELIABILITY 14252 S.W. 140th St, Unit #105,'Miami, Florida 33186 Tel: (305) 2511445 • Fax: (305) 2514986 • wwwapexpestseroices.com SOIL PRETREATMENT CERTIFICATE ACCOUNT #: Z DATE: r j/ Z o BILL TO: t°. t L B 6q 5,Twa ;1 l o w ....5:0 C/M f Zi' eigsvaiRlic•1,1' B ER'S NAME CONTRACTOR 27 5 NS /OS TREATING ADDRESS s�- -733s s w Cc/ BILLING ADDRESS* •‘)Mi "e- 331 38 VIEW.° PC'' 33/c/3 Y STATE ZIP C STATE ZIP TYPE OF NTEE: TYPE EATMENT: NUALLY RENEWABLE SPRAY ONLY FIVE (5) YEARS SPRAY AND TAMP ONE (I) YEA.R SQUARE FOOTAGE ;000. y7 CENTS TOTAL TREATMENT COSTS $__g_° UNDER THE COMPANY'S CONTINUOUS PROTECTION PLA , THE ABOVE NAMED PROPERTY CAN BE RENEWED ON THE (DATE) O/ 2o,LT UPON PAYMENT OF THE JNITIA1, TREATMENT COST, AND AN ALLY THERAFTER TN (MONTH) 0/ , (YEAR) zo /S____.A GUARANTEE WILL BE EFECTIVE FOR AN INITIAL PERIOD OF 6 o MONTHS AND THEREAFTER SO LONG AS PAYMENTSARE MADE IN ACCORDANCE WITH TERMS AND CONDITIONS OF THIS CONTRACT: A PRE -SLAB TREATMENT FOR SUBTERRANEAN TERMITES WAS GIVEN TO THE ABOVE PREMISES ACCORDING TO THE STANDARDS OF THE NATIONAL PEST CONTROL ASSOCIATION, AND MEETING SOUTH FLORIDA BUILDING CODE UNDER SECTION 2913.5 LICENSE NO. J APEX TERMITE & PEST SERVICES CORP. GIJSTA �• "! e"° PRESIDENT BUYS OR AUTHORIZED AGENT SU 0 TERMS AND CONDITIONS NOTED ON BACK PAGE 7 ,,� 142 . ' s.wv. 140'" street unit 105 Miami, Florida 33186 Miami Shores Village Building Department OCCUPATIONAL LICENSE CO SAFETY INSPECTION APPLICATION 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 Permit No. Per Village Ordinance 14 -32, the purpose of obtaining a Certificate of Occupancy/ Safety Inspections is to ensure your safety and to ensure that previous tenants have not changed the original structure in violation of Fire Safety and the Florida Building Code. Building Owner's Name Phone # Owner's Address City State Zip Business Owners Name Phone # Business Name Address Suite City Miami Shores State Florida Zip 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. BUSINESS OWNER Signature The foregoing instrument was acknowledged before me this day of , 20 , by , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Building Officials Approval: (Rev. 04/18/03) Gradation test passing 3/4" Sieve ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. TESTING LABORATORIES - ENGINEERS- INSPECTION SERVICES - CHEMIST- DRILLING- ENVIROMENTAL SERVICES 2380 West 78th Street, Hialeah, Florida. 33016 - Phone: 305- 888 -3373 Fax: 305- 888 -7443 PROCTOR COMPACTION TEST ASTM D -1557 Date January 14, 2010 Order Number 10 -0017 Client Specialized Construction Address 7335 SW 69 Ct. Miami, FL 33143 Project SFR Addition " Address 275 NE 105 St. Miami Shores, FL Sample Location Stock pile at the job site Soil Description Lime rock with lime sand mix Sampled by Abbasi Reported to TEST RESULTS Laboratory Number: 10 -0026 Sample Number: 01 The following compaction test was conducted in accordance with the standard methods for Moisture/Density relations of soil using a 10 Ib. Hammer and 18" drop A -ASHTO designation T- 180 -C. Optimum Moisture 100% Max. Dry Density 98% Dry Density 95% Dry Density 8.4 127.9 125.3 121.5 67.10% Typed By: SF 5 12� 129 6 Dry Density vs % Moisture 7 8 9 10 11 12 127 12 12 12 5 4 123 122 121 % MOISTURE �.►tj lc, aseem Quadri, P.E. # 51481 ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants, Inc. is not to be held responsible. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. ALL STATE, ENGINEERING • & ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. TESTING LABORATORIES- ENGINEERS- INSPECTION SERVICES - CHEMIST - DRILLING- ENVIROMENTAL SERVICES 2380 West 78th Street, Hialeah, Florida. 33016 - Phone: 305- 888 -3373 Fax: 305 -888 -7443 Field Density Test of Compacted Soils ASTM D -5195 Client: Specialized Construction Order # 10 -0017 Address: 7335 SW 69 Ct. Miami, FL 33143 Date: 1/14/10 Project: SFR-Addition Gauge # 7833 Address: 275 NE 105 St. Miami Shores, FL Phone No: 12" Attention: Lab ID # Location 10 -0389 Building addition slab on grade SE Area 10 -0390 Building addition slab on grade Center Area 10 -0391 Building addition slab on grade NW Area 8.0 6.9 Description of Material Lime rock with lime sand mix Back Fill 10 -0391 Sub grade Base rock Sampled By: Abbasi Tested By: Jose Laboratory Identification Number 10 -0389 10 -0390 10 -0391 Test Number 1 2 3 Depth in Inches 12" 12" 12" Field Density LB /Cu Fi. (Dry Density) 125.3 127.1 124.8 Moisture Contents 6.7 8.0 6.9 Maximum Density In the Field ( %) 98.0 99.4 97.6 Compaction Requirement by Specs % of Maximum Density 95% 95% 95% 100% Maximum Density (Lab) 127.9 127.9 127.9 Proctor T -180 AASHTO Method C 10 -0026 10 -0026 10 -0026 Optimum Moisture ( %) 8.4 Tested by: Salahuddin Abbasi Signature: Certificate #: Respectfully submitted by, aseena Quadri, P.E. # 51481 ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants, Inc. is not to be held responsible. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of Statements, conclusions or extracts from our reports is reserved. hay r June 28, 2011 Building Official Miami Shores Village Hall Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 RE: 275 NE 105 Street Miami Shores, Florida Garage enclosure /insulation Gentlemen: This letter shall serve as confirmation that based upon visual observation and inspection, insulation at the above referenced property was installed as per the permitted construction and the minimum requirements of the Florida Building Code. Should you have any questions, please do not hesitate to contact us. Sincerely, Eusebio M. Mora Architect #0011732 the interior documents 6761 Southwest 68th Terrace • South Miami, FL 33143 • 305.740.5185 • moraarch @bellsouth.net • " . Property Addrec4 Miami Shores , FL 33138-2023 Electrical - 1:?,.‘iciti--A-1ia) I Oil 4.0009 CLOSED 11 /16/2009 s: Mental i.3i:r-:t iiii,..ii:tin Eii27:200D EiiiiiiRRED Pitimbing - Rtital 1 DA 4;1009 CLOSED 11116/M09 F ..,r-0-2eN,f41 i -2,,'.1- 5000E: Eii<PiPED 1 2,D,OC.2.0D'S imported Permit 1 .‘ i 612004 CLOSED i /2012004 ititiportiDd Per mil IDV.21.03 CLODEE) i3i21 /7002 Igo back) , , Final i it:, n-127061 Final CANCELLED 11/10.1010 12:1::.5'ti: [W1%136884 .:"7,r1ou.011:..,tr 4taii-itirni:i,lit .AP PROVED 4t21i2ii10 '..:Indew Dica,iir ii-iiitiii,acinfriiii-iit DENIED , ft:ICI INSP-133605 SI2t APPROVED 1.,201010 ! INSP-132.347 Slab DENIED I/19120TO i 1 I N P-1407g1) 1r mming APPROVED 4/21t2010 IN1,P-14433:12 Inzulation t-iP P ROVED 7i1ti2O1c i !NSF-14073 Insulation DENIED 711:3,r2D10 • INS13-10130 Sitrew IN9P-136589 scondow and Door Buck INSP-1:3351.714 Fill Cells Columns !NU-131521 Fill Cells Columns INSP-1:1253 Rough INSP-127073 Top Out INSP2003-Q INSP2004-631 INSP2004-t26 INSP2004397 INSF2004-450 INSP2004420 INSP2004446 INSP-1270170 • INSF-127060 INSP-127066 I N P-29.57 INSP.-2056 INSP-140n5 INSF-160384 INSP-127079 Painting Final Building Roofing Roofing Roofing Roofing Final Rough W. IN. Final Foundation Noticie f lnspecitkin Courtesy Notice Inspection Final • APPROVED 7,2-.:12010 APPROVED 3ar21010 P R 0 VE 12IJi2EIiLJ DENIED itifFEE 111012010 APPROVED • 17/201O 'APPROVED 3/15/2010 APpRO'vED • APPROVED 2/11/2004 APPROVED 21412004 APPROVED 1t1t2OO4 APPROVED 13C/2O4 APPROVED 122[L14 CAN G ELLE°. i.126i2Oite APPROVED .12/1t2101.0 APPROVED 3/2/2010 APPROVED 2/10/2010 • NONE Not Issued NONE Not Issued NONE Nct Issued NONE Not Issued APPROVED Net issued ft WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 9/18/2009 Analysis by: Eusebic Mora Company Name: E.M.MoraArchitect Inc. Description: Jennifer Bienstock - 275 Northeast 105 Street, Miami Shores, Fla. Meer input -Data Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I,11, 111, or IV; Exposure (B, C, or D) c Nat Frequency (n1) Slope of Roof lope of Roof (Theta) ype of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) dth Perp. To Wind Dir (B) idth Paral. To Wind Dir L 11 C 1 Hz 3.0 :12 14.0 Deg Gabled 1 10.00 ft 13.00 ft 11.50 40.00 50.00 ft calculated Parameters Type of Structure Height/Least Horizontal Dim 0.29 Flexible Structure No Cajculatetf Oraxnetei Importance Factor 1 hl: mcan2 Prone Region (V >1C0 rnph) Table 6-2 Values Alpha = 9.500 900.000 At = 0.105 Bt= 1.000 Bm = 0.650 Cc = 0.200 1= 500.00 ft Epsilon = Zmin = 0.200 15.00 ft Gust Factor Category 1: Rigid Structures - Slmpiifii Method . _" Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.851 Gust Factor Category 11: Rigid Structures - Complete Analysis , -_ Zrn Zmin 15.00 ft Izm Cc * (33/z)"0.167 0.2281 I *(zm/33) ^Epsilon 427.06 ft Q (11(1 +0.63 *((B +Ht) /Lzm)^0.63)) ^0.5 0.9260 Gust2 0. 925*(( 1+ 1.7 *Izm *3.4 *Q) /(1 +1.7*3.4 *Izm)L 0.8861 unit factoT Summary Since this is not a flexible structure the lessor of Gust1 or Gust2 are used ( 0.851 Flu 6-5 Internal Pressure Coefficients for Bulldinos. GCDi Developed by Meta Enterprises, Inc. Copyright 2006 E.M.Mora-Architect Inc. Page No.1 of 2 WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7-02 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a= 4 ==> a 2 1 2 .3.L_ -R3 1 a as Gabled Roof 7 <Theta < =45 4.00 ft Doubie Click on any data 6:ntr,� ine to receive a heio Screen Component Window A Width (ft) 6 span (ft) Area (ft^2) Zone GCp Mind Press (ib/ft 2 Max Min Max Min 4 24. her 4 0.93 -1.03 51.55 -56.18 0.00 0.00 Note: * Enter Zone 1 through 5, or 1H through 311 for overhangs. Developed by Meta Enterprises, Inc. Copyright 2008 E.M.Mora - Architect Inc. 9/18/2009 Page No. 2 of 2 • • • • • • • • • • • • e. Jim a E. M. Mora - Architects, Inc. RE: Jennifer Bienstock 275 Northeast 105th Street • Miami Shores, Florida. Garage Enclosure — Window Wind Pressure Ig(0%2V Wind Parameters: ASCE — 05 *kd = 0.85 V = 146 mph 1 = 1.0 oCT 3 0 2009 el) Building Category 11 Exposure C Wind Load: q = .00256 K K1, Kd V2 I BY: -------------------- = .00256 (.85) (1) (.85) (1462) (1) = 39.43 PSF GC pi = +/-0.18 Wind Pressures at Widows Effective Area: 10 sq.ft. Zone 4: GCp: 1.00 & GCp: -1.10 P= q(GCp GCpi P = 39.43 (1.00 + 0.18) = + 46.5 psf P = 39.43 (-1.10 -0.18) = 50.5 psf ••• • • • • • la • • •• •• • 0000 • • ° 0001 •kr, • • • • • • 6761-Southwest 68 P Terrace • South Miami, FL 33143 • 305.740.5185 • moraarch@bellsouth.net M IAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) bPd5 -165 PRODUCT CONTROL DIVISION 7T,V) _LT/172 St AUG 0 p 2a18 . BY. NOTICE OF ACCEPTANCE (NOA) Willard Shutter Company, Inc. 4420 N.W. 35th Court Miami, Florida 33142 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Veloci Zone of the Florida Building Code. DESCRIPTION: 0.050" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 06 -022, titled " 0.050" Aluminum Storm Panel "! ` of 7, prepared by EngCo. Inc., dated September 17, 2006, signed and sealed by Pedro De Fi September 17, 2006, bearing the Miami -Dade County Product Control Approval stamp with flab Acceptance number and approval date by the 1Vami -Dace County Product Control Division. • • • T MISSILE IMPACT RATING: Large and Small Missile Impact jii(cr • • eeeee LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, following statement "Miami Dade County Product Control Approved ", unless otherwise noted RENEWAL of this NOA shall be considered after a renewal application has been filed and tlt ha$ been ne. • • 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 consists of this page 1, evidence submitted page E-1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, ,M.S .,, P.E. i21o7 /2.0o6 QEmBow Tr2 PEolew Two, mop 8g p to-t mom/ 6o5 - 51f6 rv[ �1 �- NOA No. 06-0221.01 Expiration Date: 12107/2011 Approval Date: 12/07/2006 Page 1 • • Willard Shutter Comuany, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. A. DRAWINGS 1. Drawing No. 06 -022, titled " 0.050" Aluminum Storm Panel", sheets 1 through 7 of 7, prepared by EngCo. Inc., dated September 17, 2006, signed and sealed by Pedro De Figueiredo, P.E., on September 17, 2006. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Uniform Static Air Pressure Test of 0.050" aluminum storm panels, prepared by American Test Lab of South Florida, Report No. 0109.01 -06, dated February 07, 2006, signed and sealed by William R. Mehner, P.E. 2. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Uniform Static Air Pressure Test of 0.050" aluminum storm panels, prepared by American Test Lab of South Florida, Report No. 1206. 01 -00, dated May 02, 2001, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. C. CALCULATIONS 1. Comparative Analysis, Anchor Calculations and details for 0.050" Aluminum Storm Panels, dated February 15, 2006, pages 1 through 19, prepared by Engco, Inc., 4141.. signed and sealed by Pedro De Figueiredo, P.E., on February 15, 20. . 2. C o m p a r a t i v e A n a l y s i s , Anchor C a l c u l a t i o n s a n d d e t a i l s f o r 0 . 0 5 0 " A l k a l i : A i n Storllt • . • . Panels, dated September 17, 2006, pages 1 through 24, prepared by Etag' Inc., • • • signed and sealed by Pedro De Figueiredo, P.E., on September 17, 2005' • • • 4141.. • • 0000 D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 0410. 0.41••41 • • •• 00 41.414100 • • • 0 . •4141• • .0.0 0000 .• • • • • •• • • • 4141.. 1. Certified Tensile Test Report by QC Metallurgical, Inc., Report No. 6Akle-Y,Vated . January 20, 2006 for 3 samples #0109.01 -06 Specimens B, D, I, signed and sealed 4.*** Frank E. Grate Jr., P.E. E -1 ti GHeimy A. Makar ! M.S., M.S P.E. J Product Control Examiner NOA No. 06- 0221.01 Expiration Date: 12107/2011 Approval Date: 12107/2006 • :000• • • • .0000• • • • • GENERAL NOTES: I- THIS PRODUCT IS DESIGNED AND TESTED CTAS 201, 202, 203) IN ACCORDANCE WITH THE THE FLORIDA BUILDING CODE 2004 EDITION, 2005 SUPPLEMENT, PRODUCT CAN BE USED WHERE CODE IS APPLICABLE INCLUDING THE HIGH VELOCITY HURRICANE ZONE CHVHZ). 2- LABEL INFORMATION SHALL CONTAIN' 0.050 ALUMINUM STORM PANELS WILLARD SHUTTERS - MIAMI - FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. 3- MATERIAL, 3. 1 - STORM PANELS SHALL BE 0. 05' ALUMINUM 5052 -H32 ALLOY. 3.2 - ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 OR AS INDICATED IN THIS SET OF DRAWINGS. 4- ANCHORS SHALL BE AS SHOWN ON THIS APPROVAL. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING. 5- A LICENSED ENGINEER OR ARCHITECT SHALL PROVIDE A SITE SPECIFIC WIND LOAD FOR A PROJECT AS PER ASCE 7 -02 OR LATEST. THE CONTRACTOR, ENGINEER OR ARCHITECT SHALL VERIFY THE ADEQUACY OF THIS PRODUCT WITH THE PROJECT WIND LOADS. 6- THE CONTRACTOR MUST VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE IN SUSTAINING THE SHUTTER IMPOSED LOADS. 7- PANELS CAN BE OVERLAPPED TO CREATE A 1/2 PANEL INSTALLATION. 8- MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL/ METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FBC SECTION 2003, 8. 4. I NDEX' SHEET 1 - GENERAL NOTES & TYPICAL ELEVATIONS, ALLOWABLE DESIGN PRESSURES TABLE. SHEET 2 - COMPONENTS DETAILS SHEET 3 - ANCHOR AND COMPONENT SCHEDULES AND ANCHOR SPACING TABLE, SHEET 4 - MOUNT TYPES 1, 2, 3, & 4 DETAILS SHEET 5 - MOUNT TYPES 5, 6, 7 & B DETAILS SHEET 6 - MOUNT TYPES 9, 9A, 10 & 104 DETAILS SHEET 7 - SIDE CLOSURE SECTION DETAILS • • •• • •• ••• • • •• • ••• • • • • • • • • • • • • • • •••• • • 1 1/4' TYPICAL ELEVATION PANELS CAN BE INSTALLED VERTICALLY OR HORIZONTALLY USING APPLICABLE ANCHORING DETAILS n X 1' 1,2,4 5 6,7, 8,9,9A,£0,10A 1 1/4' STITCHES 4,5,6,8, 7,10,104 PANEL SIZE D,E,F 4,5,6,8, 7,10,104 ABC STITCHES 3,4,54,7, 8,10,104 VERTICAL INSTALLATION EL SIZE VARIE 1,2,4,5,6,7, 1118,9,9A,10,10A o�`il "gll�C1I BC 3 4,5 6,7,. 8 10,104 STITCHES ABC SLOPPED OPTION TABLE 1 — PANEL ALLOWABLE DESIGNED PRESSURES: •P* V ' :.PM < + / -) '4 $1. t• <.l nib • <.sf) = • •• • • ••90 84 72 105 . 60 . 110 INID•ST=T S AR RyrUi.ED FOR I.NLLS•D Tjt iN 546 • _ . • • • • • ,C, HORIZONTAL INSTALLATION 1,2,4,5,6,7, 8,9,94,10,10A r-NOTCH i aN .cy s WJ 8 ! O Z z A I li� 8 C a w 3 4,5 6,7, 8,10304 NOTCHED OPTION N w 4,0 a STITCHES 3 4,5,6,7, 8,10,104 RADIUS OPTION MANUFACTURER, Willard Shutter Company, Inc. 4420 NW 35TH COURT MIAMI, FL 33142 Tel., (305) 633 -0162 Fax.r (305) 638-8634 PRODUCT, 0.050 ALUMINUM STORM PANEL Engineering: En, (at Jnr. CA 8116 5971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 Pedro W FI ueiredo, PE • PE 6609 DRAFTING' PK DRAETiNO a MORE Date: 09/17/06 Scale: NA Design by: PPMF PRODUCT CONTROL DIVISION: Approndse ,:.,.rvaidt el• Irladda Drawing Number 06-022 Sheet 1 of 7 ••• • • • • • • • • • • • ••• •• •• • • •• •. ••• •• •. • ••• • • • • • • • • • • • • • • • • • • • ••• • • • 13600' (TOTAL WIDTH) 11.000' (EFECTIVE WIDTH) 3.750 1.750 3.750 1. 0230 1- TYPICAL ALUMINUM PANEL ALUNI NUM 5092 -H32 ALLOY 3- 'U' CEILING TRACK ALUMINUM 6063 -T6 0. 01/4- 20X3/4 �r-1/4-20X3/4 SS STUD 0.125 N L 4- BUILT -OUT ANGLE ALUMINUM 6063 -T6 1', 2', 3 ", 4'. 5' STUD ANGLE LAY -GOUT BASIC PANEL MODULE r KEYHOLE KEYHOLE 1' FROM ENDS 1° FROM ENDS 108' MAXIMUM PANEL SIZE KEY HOLE 0.500 1.800 7- • H' HEADER TRACK ALUMINUM 6063 -16 1' 11 " DC _L....11. DC 11' DC •• ••• • • • • • •• { ��TYPICALTYPiCAL TYPICAL � • • j o • • 1. e e • e e • • HOLE LEGEND • f • • 0011 • • • • • • • ] e �� n 5 /S B'9 THRU HOLE 2' OPT MAL r - ° ANCHOR STUD LEO f'- SPACING • • • • • • • • • • • • • • • • • • •• • • • • is • • • • e 2- STUD ANGLE TRACK ALUMINUM 6063 -16 • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• ••• • • • • • •e• • • • • • • • .374 0.092 3- 'F TRACK ALUMINUM 6063 -T6 8- 'CLIP' SILL TRACK ALUMINUM 6063 -16 9- OPTIONAL KEY HOLE WASHER (NOT TESTED) Rq 0.900 .095 THICKNESS 6- 1 °, 2', 3" 'F BUILT -OUT' TRACK ALUMINUM 6063 -16 t--1' STAINLESS STEEL CLIP MANUFACTURER: Willard Shutter Company, Inc. 4420 NN 35TH COURT MIAMI, FL 33142 Tel., (305) 633 -0162 Fax., (305) 638 -8634 PRODUCTI 0.050 ALUMINUM STORM PANEL Engine•rtng: iiZn u 3htP. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, Ft. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 cEP 7 2006 Pedro Os neve:reda, PE • PE '32609' DRAFTING. PK ORAF71Na a MORE Date: 09/17/06 Scale: NA Design by: PPMF PRODUCT CONTROL DIVISION: aF¢D Moeda 24106 Drawing Number 06 -022 Sheet 2 of 7 ••• • • • • • • • • • • • • • •• •• ••• • • ll g 0 a C 1 I 1 - 5500 5.500 1- TYPICAL ALUMINUM PANEL ALUNI NUM 5092 -H32 ALLOY 3- 'U' CEILING TRACK ALUMINUM 6063 -T6 0. 01/4- 20X3/4 �r-1/4-20X3/4 SS STUD 0.125 N L 4- BUILT -OUT ANGLE ALUMINUM 6063 -T6 1', 2', 3 ", 4'. 5' STUD ANGLE LAY -GOUT BASIC PANEL MODULE r KEYHOLE KEYHOLE 1' FROM ENDS 1° FROM ENDS 108' MAXIMUM PANEL SIZE KEY HOLE 0.500 1.800 7- • H' HEADER TRACK ALUMINUM 6063 -16 1' 11 " DC _L....11. DC 11' DC •• ••• • • • • • •• { ��TYPICALTYPiCAL TYPICAL � • • j o • • 1. e e • e e • • HOLE LEGEND • f • • 0011 • • • • • • • ] e �� n 5 /S B'9 THRU HOLE 2' OPT MAL r - ° ANCHOR STUD LEO f'- SPACING • • • • • • • • • • • • • • • • • • •• • • • • is • • • • e 2- STUD ANGLE TRACK ALUMINUM 6063 -16 • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• ••• • • • • • •e• • • • • • • • .374 0.092 3- 'F TRACK ALUMINUM 6063 -T6 8- 'CLIP' SILL TRACK ALUMINUM 6063 -16 9- OPTIONAL KEY HOLE WASHER (NOT TESTED) Rq 0.900 .095 THICKNESS 6- 1 °, 2', 3" 'F BUILT -OUT' TRACK ALUMINUM 6063 -16 t--1' STAINLESS STEEL CLIP MANUFACTURER: Willard Shutter Company, Inc. 4420 NN 35TH COURT MIAMI, FL 33142 Tel., (305) 633 -0162 Fax., (305) 638 -8634 PRODUCTI 0.050 ALUMINUM STORM PANEL Engine•rtng: iiZn u 3htP. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, Ft. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 cEP 7 2006 Pedro Os neve:reda, PE • PE '32609' DRAFTING. PK ORAF71Na a MORE Date: 09/17/06 Scale: NA Design by: PPMF PRODUCT CONTROL DIVISION: aF¢D Moeda 24106 Drawing Number 06 -022 Sheet 2 of 7 ••• • • • • • • • • • • • • • •• •• ••• • • MOUNT TYPE 1 EXISTING STRUCTURE SELECT ANCHOR SPACING AND ANCHOR TYPE AS PER TABLE B ON SHEET 3 MOUNT TYPE 1 Embed 1 PANEL SIZE 1/4 -20X1 SIDEWALK BOLT W/ WINO NUT AT MID SPAN -6-Embed, EXISTING STRUCTURE MOUNT TYPE 3 1' SS CLIP SPACED AT 5'1/2' OC SELECT ANCHOR SPACING AND ANCHOR TYPE AS PER • • TABLE B ON SHEET 3 • • • • •• EXISTING STRUCTURE 0.93 1-6- --EDGE DIST. MOUNT TYPE 2 SELECT ANCHOR SPACING AND ANCHOR TYPE AS PER TABLE B ON SHEET 3 MOUNT TYPE 2 1/4 -20X1 SIDEWALK BOLT W/ WING NUT AT MID SPAN SJflkYfl6 N 1/4- 20X3/4 KNURLED STUDS W/ WINGNUTS SPACED AT 11'OC FH 11 STUDS • SELECT ANCHOR SPACING AND ANCHOR TYPE AS PER TABLE B ON SHEET 3 MOUNT TYPE 4 I d ••• • • • • g •• • • • • -.* • 1641 • • • • r:'• • is • • • ••• • • • • • • • • • • • • • • • • • • • •• • • EDGE DIST. -- • • •• • • • • • • • • •E•ASSTING ••• StEitLCTURE MOUNT TYPE 4 NOTE. CAN BE USED AT SILL, HEADER OR JAMBS. —EDGE DIST. MANUFACTURER: Willard Shutter Company, Inc. 4420 NU 35TH COURT MIAMI, FL 33142 Tel., (305) 633 -0162 rex., (305) 638 -8634 PRODUCT, 0.050 ALUMINUM STORM PANEL Englneering: iEng(Qo Jnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: 934 585 -0305 EP 17 2006 Pere De Ftgiielreda, PE PE 52609 DRATING PK Fen*Ffl18 a HOBE Date: 09/17/06 Scale: NA Design by: PPMF PRODUCT CONTROL DNISION: Drawing Number 06 -022 Sheet 4 of 7 ••• • • • • • • • •• • • • ••• • • • • • ••• • • •• • • • • • ••• • • • • • • • • • •• •• • • MOUNT TYPE 8 NOTE, CAN BE USED AT SILL, HEADER OR JAMBS, EXISTING r- SELECT ANCHOR SPACING STRUCTURE AND ANCHOR TYPE AS PER TABLE 5 ON SHEET 3 MOUNT TYPE 8 PANEL SIZE 1/4 -20X1 SIDEWALK BOLT W/ WING NUT AT M D SPAN 1/4- 20X3/4 KNURLED STUDS W/ WINGNUTS SPACED AT I110C 11 1I 11 EXISTING STRUCTURE SELECT ANCHOR SPACING LAND ANCHOR TYPE AS PER TABLE D ON SHEET 3 MOUNT TYPE 5 MOUNT TYPE 5 NOTE, CAN BE USED AT SILL, HEADER OR JAMBS. 11 SELECT ANCHOR SPACING AND ANCHOR TYPE AS PER TABLE 8 ON SHEET 3 MOUNT TYPE 7 MOUNT TYPE 7 NOTE. CAN BE USED AT SILL, HEADER OR JAMBS: EXISTING STRUCTURE Embed 1/4- 20X3/4 SS SGR HEAD MACHINE SCREWS W/ WINGNUTS SPACED AT 11'OC Embed. • 4' GLASS SEPARATION 1/4 -20X1 SIDEWALK BOLT W/ WING NUT AT MID SPAN STlid•. ••• • • • • • •• •• • • •• •• •• SELECT ANCHOR SPACING AND ANCHOR TYPE AS PER TABLE B ON SHEET 3 MOUNT TYPE 6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• --- Embed,* EXISTING STRUCTURE • • • • • • • • • • • • • • • • • • • • }1/4- 20X3/4 SS SOR HEAD MACHINE SCREWS W/ WINGNUTS `- SPACED AT i1'OC MOUNT TYPE 6 NOTE+ CAN BE USED AT SILL, HEADER DR JAMBS. MANUFACTURER, Willard Shutter Company, Inc. 4420 NW 35TH COURT MIAMI, FL 33142 Tel., (305> 633 -0162 Fax., (305> 638 -8634 PRODUCT 0.050 ALUMINUM STORM PANEL Engineering: Tit,(CU Jrr. CA 8116 6671 W. Sunrlee Blvd, 104 Plontatfon, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 SEP 7 2006 Pedro Da Flpuelrada, PE PE 52609 DRAFTING PKDRAThNg a MORE Date: 09/17/06 Soale: NA Design by: PPMF PRODUCT CONTROL OMSION: Drawing Number 06-022 Sheet 5 of 7 • • • • • • • • • • ••• • • • • • • • • •• • •• • • • • ••• • • • • • • • ••• • • • • • • • ••• •• •• • • EXISTING STRUCTURE S qmy L Q MOUNT TYPE 9 SELECT ANCHOR SPACING AND ANCHOR TYPE AS PER TABLE B ON SHEET 3 MOUNT TYPE 9 I/4 -20X! SIDEWALK BOLT W/ WING NUT AT MID SPAN 4' GLASS SEPARATION 1 /4- 20X3 /4' HHMS W HEX NUTS SPACED AT 12'3C 1 1 2 1/4- 20X3/4 KNURLED STUDS W/ WINGNUTS SPACED AT 11'0C �Enbed -� EXISTING STRUCTURE 1/4- 20X3/4' HHMS W HEX NUTS SPACED AT 12'OC STUD ANGLE CAN BE USED REVERSED ON MOUNTS I0 AND 10A 1/4- 20X3/4 KNURLED STUDS W/ WINGNUTS SPACED AT 11'OC • • • •• • ••• • • • SELECT ANCHOR SPACING • • • • •1 /1EX�NU DACE► AND ANCHOR TYPE AS PER • • • • •._ ._.�!- - TABLE B ON SHEET 3 • • MOUNT TYPE 10 MOUNT TYPE 10 •• ••• NOTE: CAN BE USED AT SILL. HEADER OR JAMBS• • • • • • • • • • • • • •• • •• • • • •• • • • • • • •• • • • • • • • • • • • EXISTING STRUCTURE MOUNT TYPE 9A SELECT ANCHOR SPACING AND ANCHOR TYPE AS PER TABLE B ON SHEET 3 MOUNT TYPE 9A 1/4- 20 %3/4' HHMS W HEX NUTS SPACED AT 12'OC 1/4 -2081 SIDEWALK BOLT W/ WING NUT AT MID SPAN 4' GLASS SEPARATION 1/4- 20X3/4 KNURLED STUDS W/ WINGNUTS SPACED AT 11'0C Embed.-- 1/4- 20%3/4' HHMS W HEK NUTS SPACED AT 12'OC SELECT ANCHOR SPACING EXISTING] \_AND'ANCHGR TYPE AS PER • • STRUCTURE TABLE B ON SHEET 3 MOUNT TYPE ICA • • • • • ••• • • MOUNT TYPE 10A • • • • • T4OTE. CAN BE USED AT SILL, HEADER UR JAMBS. MANUFACTURER: Willard Shutter Company, Inc. 4420 NW 35TH COURT MIAMI, FL 33142 Tel., (305) 633 -0162 Fax., (305) 638-8634 PRODUCT: 0.050 ALUMINUM STORM PANEL Et gtn•ering: i'Ertg(fLo 3nr. OA 8118 8871 W. Sunrise Blvd. t04 Plantation, FL 33313 Tel.: (954) 565 -0304 Fox: (954) 585 -0305 SEP 1.7 2116 Pedro Dd FIguelrada, PE PE 52609 DRAFTING, PI( DIMING a MORE Date: 09/17/05 Seale: NA Design by: PPMF PRODUCT CONTROL DIVISION: Drawing Number 06-022 Sheet 6 of 7 • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• •• • • DETAIL A INSET CLOSURE DETAIL C WALL OVERLAP DETAIL B WALL CLOSURE 1/4' MAX. MIN. OVERLAP = BUILT -OUT X 1.5 I- DETAIL D BUILT -OUT SIDE CLOSURE .125 ALUMINUM ANGLE SIDE CLOSURE FOR BUILT -OUT APPLICATION 1/4- 21X3/4 BOLTS WITH WING NUTS AT 24. GC FBC 2014 SECTION 2413.7. STORM SHUTTERS MUST COtiI'LETELY COVER AN OPENING IN ALL DIRECTIONS. THE MAXIMUM SID£ CLEARANCE BETWEEN THE SHUTTER AND A WALL OR INSET SURFACE SHALL BE 1/4' (DETAILS A 8 B). ANY DISTANCE IN EXCESS OF 1/4' SHALL REQUIRE END CLOSURE (DETAILS D 1. E) 0R SHUTTER OVERLAP (DETAIL 0), WHERE APPLICABLE. SHUTTER OVERLAP SHALL OE A MINIMUM OF 1.5 TIMES THE SIDE CLEARANCE BETWEEN THE SHUTTER AND WALL' DETAIL F CORNER ANGLE ukswt 4' • � • • • •• • • • • 1/4. 40X3 /Il 0T6' • • WI 11 TS.• • Vg O� 1/8' 6063-T6 COR :En. AIipL4j • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• • • • •• • • • • • • • • • • DETAIL E INSET EXTENDED CLOSURE • • • • • • • • • • .125 ALUMINUM ANGLE SIDE CLOSURE FOR TRAP APPLICATION 1/4 MAX /7"-.7 '-1/4- 20X3/4 BOLTS WITH WING NUTS AT 24' OC MANUFACTURER$ Willard Shutter Company, Inc. 4420 NW 35TH COURT MIAMI, EL 33142 Tel (3051 633-0162 Fax. i (305) 638 -8634 PRODUCT, 0.050 ALUMINUM STORM PANEL Engineering: IErt4Tcr Jrrr. CA 8116 8971 W. Sunrise Blvd. 104 Plontatlon, Fi. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 SEP 17.2800 Pedro De Flguelr•de, PE PE 52605 DRAFTING■ PKDBAFT1NO &MORE Date: 09 /17/08 Scale: NA OasIgn by: PPMF PRODUCT CONTROL DIVISION: Drawing Number 06 -022 Sheet 7 of 7 ••.. • • • ••• • • • • • • • • • ••• • • 0* •s • • • • • ••• • • • ••• • • • • • • • • • • •• •• • • MIAMS COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Pino's Window Corporation 6860 NW 75 St Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material falls 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, MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinacodeonline.comt including the High Velocity Hurricane Zone. DESCRIPTION: Series 300 Aluminum Horizontal Sliding Window •••• • •••• • • • • • •• • •• • • APPROVAL DOCUMENT: Drawing No. W�47, titled "Series 300 Aluminum Hotel Sliding Wfndoww' Sheets 1 through 6 of 6, dativi 10/27/00 with last revision "B" on 03/23/06, prepared by #.11Farooq Corporation, • • • • signad and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product tfyol RenildvI stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County PPBduct Contrpnivisiorl,.;' MISSILE IMPACT RATING: None • • • • •' • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or 106 ty, stat and following statement: "Miami -Dade County Product Control Approved ", unless otherwise not; d hereni .. .... RENEWAL of this NOA shall be considered after a renewal application has been fYled•aaad tlpere hapberq, 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# 00- 1107.02 consists of this page 1 and evidence pages E-1, and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. • • • NOA No 05- 1222.04 Expiration Date: January 04, 2011 Approval late: April 20, 2006 Page 1 6,164 o11-J i T Map. Y)4 f. (M) 5 Pino's Windows Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. WO0 -47, titled "Series 300 Aluminum Horizontal Sliding Window," dated 10/27/00 with last revision "B" on 03/23/06, Sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test report 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, TAS 202 -94 along with marked -up drawings and installation diagram of a three OXO specimens of aluminum horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. Y1'L -2812, dated 10/16 /00, signed and sealed by Aldo Pablo Gonzalez, P.E. "Submitted under NOA# 00-1107.02" 2. Test report on: 1) Air intrltration 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, TAS 202 -94 • • • along with marked -up drawings and installation diagram of a one ply imen of a• luminum • • horizontal sliding window (w/DSB glass), prepared by Fenestration.'] Casting Laboratory, Int., Test Report No.1+°1 L -2733, dated 09/15/00, signed and sealed by Aid ©10 Gonzalez, P...• • • "Submitted under NOA# 00- 1107.02" • • 3. Test r e p o r t on: 1) Air I n f i l t r a t i o n Test, per FBC, TAS 202 -94 •„ • . • • 2) Uniform Static Air Pressure Test, Loading per. G, TAS.2a2'94 3) Water Resistance Test, per FBC, TAS 202 -94 : •.: • : • 4) Forced Entry Test, per FBC, TAS 202 -94 • • • • ▪ •. • along with marked -up drawings and installation diagram of a one XO spbdmen of.09ninum horizontal sliding window (w/ 3/16" glass), prepared by Fenestration Testing Lalbttatory, Inc., Test Report No. 1+114-2750, dated 10/4/00, signed and sealed by Aldo Pablo Gonzalez, P.E. "Submitted under NOA# 00- 1107.02" • .• C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by A1- Farooq Corporation, dated 12/13/05, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E 1300-02 E -1 • Jaime D. . w P,E. Chief, Product Control Division NOA No 05- 1222.04 Expiration Date: January 04, 2011 Approval Date: April 20, 2006 • Pino's Windows Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMIrrED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, dated 11/7/00, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA# 00- 1107.02" 2. Statement letter of no financial interest, dated 11/7/00, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA# 00- 1107.02" G. OTHER 1. Notice of Acceptance No 00-1107.02, issued to Pino's Windows Corporation, for Aluminum Horizontal Sliding Window, dated 01/04/01 and expiring on 01/04/06. • • • • • •• • • ••.• • • • • .••••. • • • • • • • • •••• • • • �, , •• • • • • •• • ••. • • •• • • • • •• • • •••• • • •. • • • • •• • • • • OOOOOO • • • • • • 00000 •• • • ...••• • • E -2 Jaime D. Gascon, P,E. Chief, Product Control Division NOA No 05- 1222.04 Expiration Date: January 04, 2011 Approval Date: April 20, 2006 FALSE MUNIDIS (SURFACE APPLIED) MAY BE USED SERIES -300 .ALUM HORIZ. SLIDING WINDOW DESIGN WAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING WITH OTHER MIASE -DADS COUNTY APPR'D WINDOWS USING MIAMI -DARE COUNTY APPROVED MUWONS TN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2004 FLORIDA BOLDUC CODE EDITION (REVISED 2005) • • INCLUDING HIGH VELOCITY HURRICANE ZONE (HMIZ). • • • WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER • • • LOADS TO THE STRUCTURE. • • • • • • • •• ANCHORS S. BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS • • HALL EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL • A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN Of • WOOD ANCHORS ONLY. • ML STEEL IN CONTACT WITH ALUMINUM TO 55 PAINTED OR PLATED. • • • •f• • • • • • • • • • • • • • 27 1/2" VENT WIDTH 24 T /8" D.L OPG. 111" WINDOW WIDTH (2) ANCHORS 8 MTC. STILE ENDS AT 4" O.C. TYP. 8° MAX HEAD tV It 11 ii ,1 I I _4_4-4'6_ -- II u 1 111H- ii Il _-== n._; -_ I _ II C Iil_ ' I I .. / ir- I • I II _ - II -_ J1 IL tt - --- - I 0 7 1 1 - --- / -- -y r_- / ii 11 i t SERIES -300 .ALUM HORIZ. SLIDING WINDOW DESIGN WAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING WITH OTHER MIASE -DADS COUNTY APPR'D WINDOWS USING MIAMI -DARE COUNTY APPROVED MUWONS TN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2004 FLORIDA BOLDUC CODE EDITION (REVISED 2005) • • INCLUDING HIGH VELOCITY HURRICANE ZONE (HMIZ). • • • WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER • • • LOADS TO THE STRUCTURE. • • • • • • • •• ANCHORS S. BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS • • HALL EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL • A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN Of • WOOD ANCHORS ONLY. • ML STEEL IN CONTACT WITH ALUMINUM TO 55 PAINTED OR PLATED. • • • •f• • • • • • • • • • • • • • 27 1/2" VENT WIDTH 24 T /8" D.L OPG. 111" WINDOW WIDTH (2) ANCHORS 8 MTC. STILE ENDS AT 4" O.C. TYP. 8° MAX HEAD tV TYPICAL ELEVATION TESTED UNITS • • • •• • • • INyAt A ON OF 4 T IS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH NVHZ REQUIREMENTS. 23" MAX. AT SILL S3" DL 0P0. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • B W' STR 101 N / FORMIC CN A. # 10227 MAR 24WM MONOLITHIC GLASS NON IMPACT (shat I of B ) ••• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • It 11 ii ,1 I I _4_4-4'6_ -- II u 1 111H- ii Il _-== n._; -_ I _ II C . -_.-. II It _ - II -_ V II V IL 1 I, TYPICAL ELEVATION TESTED UNITS • • • •• • • • INyAt A ON OF 4 T IS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH NVHZ REQUIREMENTS. 23" MAX. AT SILL S3" DL 0P0. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • B W' STR 101 N / FORMIC CN A. # 10227 MAR 24WM MONOLITHIC GLASS NON IMPACT (shat I of B ) ••• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • DESIGN LOAD CAPACITY - PSF (X0 OR 071 SIZES) WINDOW DIMS. A 8T0. FI2. 628. BAD. HAD. TOL RTC. RAIL 1/0 ANN. 81399 O /18" ANN. GUS 1/4° M. 81485 WO71H HE1G17 U1.( +) DR.( -) E%f.( +) OJT.{ -) fM.( +} era-) 24" 38" 48" 80" 72" in 4 66.0 78.4 664 1280 860 1674 4 664 784 89.0 128.0 8.40 1070 8 85.0 784 890 1280 890 1870 8 880 75.4 66.0 128.0 65.0 1504 8 85.0 70.0 85.0 1200 65A 1200 24° 38" 44" 80' 72" VT 4 BSA 76.4 65.0 1254 860 4670 4 854 76.4 89.0 1280 850 1422 8 85.0 739 85.0 1260 83.0 142.2 8 63.9 83.9 854 108.5 85.0 112.9 8 54.5 54.6 853 880 85.0 85.9 24" 36° 48° 60" 72° 48* (4) 4 85.0 784 860 125.0 85.0 1870 4 61.0 81.0 85.0 104.4 650 112.3 8 464 46.4 650 783 85.0 101.9 8 - - 85.0 87.8 85.0 87.3 8 - - 83.8 83.6 65.0 72.7 24° 36' 48` 60° 72° SO' (5) - - '" - - - - 4 39.2 39.2 61.3 61.3 650 77.7 6 - - 48.9 48.0 MA 61.8 8 - - 41.4 41.4 53.2 53.2 8 - 412. 41.2 50.7 50.7 19 -1/8" 28 -1/2° 3T 53 -1/8" 74" 2.6' (2) 4 65.0 78.4 854 125.0 850 1674 4 65.0 764 654 125.0 85.0 187.0 4 65.0 78.4 85.0 125.0 85.0 1074 8 650 1 764 85.0 125.0 85.0 185.8 8 54.8 84.9 850 109.0 85.0 109.0 19 -1/8° 26 -1/2" 3T 53 -1/8° 74° 36 -3J8' ( 4 85.0 764 85.0 125.0 85.0 167.0 4 85.0 78.4 850 125.0 69.0 167.0 4 85.0 78.9 85.0 1260 85.0 130.8 0 64.4 84.4 65.0 110.3 85.0 125.9 8 - - 650 82.1 850 821 19-1/8" 28 -1/2' 37° 53- 6" 744" 80-8 - - - - - - - 4 85.0 784 65.0 1280 WA 151.8 4 52.8 82.8 85.0 899 85.0 104.0 6 40.1 40.1 :s,7 _ 85.0 84.0 8 - 57.6 574 85.0 679 28 -1/2' 3T 63 -1/8' 74" 83' (3) 4 45.4 48.4 64,4 84A 650 806 4 33.8 33.8 52.9 52.9 95.0 87.0 8 - 39.0 394 60.7 80.7 8 - - 389 38.8 44.9 44.9 A = NO. OF ANCHORS PER HEAD & SILL ( ) = N0. OF ANCHORS PER JAYS STD. FIX. ¥TG RAIL $.D. FIX. MTG. RAIL DESIGN LOAD CAPACITY - PSF (XOX SIZES) ADHESIVE H.D. FUG WEG. FAIL BEDDING 50170UN0 ROLL FORMED ALUM SOlAZING BEAD DSB -NNW. GLASS 3/18" ANN. 01135 1/4° ANN. %ASS _GLAZING DETAIL. ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH HI -RISE SILL. FOR STD. SILL UMIT EXTERIOR( +) LOADS TO 53.3 PSF SEE SCT. 'B' ON SHEET 3. • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• WINDOW DIMS. ��•�{J� 6@01 �diG4ilEMMO 'O 0/18• ANN. MAD 1/4" ANN. MAO 72° 84" 98' 108' 111' 88' 168' 111° 24' (2) 8/7 8/8 10/8 11/8 62A 62.0 82.0 82.0 125.0 123.8 107.8 88.2 82.0 620 82.0 820 168.0 133.0 142.9 137.8 62.0 62.0 133.3 82.0 72" 84" or 106' 111' 48' (4) 72' 84" 98" 108' 111" 66' (5) 820 92.0 81.1 50.8 82.0 62.0 65.1 50.7 49.5 49.1 8/8 10/8 11/8 11/8 8/7 11/8 11/8 8/7 11/8 11/8 8/7 11/8 11/8 X8/7 ��!1 74° 106-1/4' 111° 28' (2) 74" 108 -1/4' 111° 38 -3/8' (3) 74" 108 -1/4" 111' 55 -8/8" (a) 74' 108 -1/4' 111' 47.1 44.5 41.2 82.7 71.3 81.1 58.6 70.4 62.8 85.1 50.7 49.5 49.1 40.3 820 82.0 82.0 62.0 809 57.1 82.0 467 47.1 44.6 47.1 44.6 41.2 620 62.0 624 820 620 62.0 92.0 824 82A 613 81.3 40.3 125.0 85.0 81.8 88.3 909 67.1 84.8 48.7 47.1 44.5 57.0 53.7 499 109.4 92.8 92.9 90.1 77.3 63.7 71.0 85.9 82.9 61.3 613 468 820 620 820 820 82.0 82.0 820 60.2 562 54.5 57.0 53.7 49.9 49.8 187.0 128.6 121.3 100.1 78.0 73.7 77.3 80.2 58.2 54.5 11/8 38.0 35.0 45.9 456 NOTE: GLASS CAPACmES ON THIS SHEET ARE BASED ON • • ASTM E6300 -0$ 3 SEC. GUSTS) WTfH REDUCTIONS • • • • • •F R S WrS TO COMPLY WITH SECTION • •2493.? 004IDTTION. • • • • • • • • • • • • A = N0. or ANCHORS PER 4EAO/SILL () = 10. OF ANCHORS PER MB (1/463 (1/39) (1 /4W 0PFRAT648 VENTS 70 55 1/4 OF THE WINDOW WIDTH U Appree4d an wleplgkt8 e8# 1'4 Merida Coda Dace 1 rW00-47 drawing . �6heetof8) ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •0 000 • • TYPICAL ANCHORS SAE ELEV. FOR SPACING I -1/4" M24. 1BY OR 2 BY WOOD BUCKS (STEEL A OR LUM. 1/8'• MIN. THICK) STEEL : Fy = 38 NS MIN. N.UAQMIM : 8083 —TS MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MILLON & MULLION M4CHORS 5EE SEPARATE NOA 1/3• TYPICAL ANCHORS SEE E.Z. V FOR SPACING WOOD BUCKS AND METAL STRUCTURES NOT BY PINO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" TAPCON$ INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD THRU 1BY OR 2BY BUCKS INTO CONC. OR MASONRY J4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY IAN. CONCRETE fc=3000 psi MW. MASONRY BLOCK fe.1500 psi ,114 SMS OR SC1_F DSaWNN1O S(:REW3 INTO METAL STRUCTURES (1 /B" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) 1.12 SUS ORS F ORLUNG SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) Wt 3 • • • • • • ••• • • • • •• SEALANTS: ALL FRAME AND VENT CORNERS, INSTALLATION SCREWS AND BOTTOM OF FIXED MEETING RAIL SEALED WITH CLEAR /ALUM COLORED SEALANT WEEPHOLES; WI + (1 -7/B" X S /16") AT4" AND 25° FROM ENDS W2 (1/4 X 21 AT MIDPOINT OF TRACK W3 m (7/8" X 3/01 AT 3 -1/2" FROM EACH END • • •• • • ,FnAp: DR. MURMUR FAW000 STRUCIVRES O P5 A 2 10357 1 -1/4" MIN. TYPICAL MC SEE ELEV. FOR TYPICAL ANCHORS SEE ELEV. FQH SPACING STANDARD_ ffiILL CART EIWERIOR LOADS IV +83.5 PEW WITH THIS SILL) • • • • • •I" •y• • • • • .114- I$I«5yk •Slit. • •• • • • •.. • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • •• • • • • • • • • • • A 5 18 NO Mleetl D7 MAR 42 I,i (sheet 3 at 6 ) • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • t /4• NAIL H.D. FIX. MTG. RAIL D.L OPG. 1/4' sia TYPICAL ANCHORS SEE ELEA FOR SPAONO D.L OPEL XO LAYot'r OX OPPOSITE SEE .ASP ACING H.D. FIX. MTG. RAIL LATI]ES' FOR VDV, NT. UP TO So-5/$ • ONE LATCH AT NTOSPAN OF VENT_ ONE AT FRONE THAN SD -9/S' TV] LATHES ONE AT Ur FRON TOP 0.L OP0. STD. FIX. MTG. RAL 1TPICAL ANCHORS SEE ELEV. FOR SPACING C° Ba4; U n U a�8 § m 257.4 19Y OR 2SY 1 MM. 1 1/4' MN. XOX LAYOUT MIAMI- DE COUNTY APPROVED MILLION SEE SEPARATE NOA • • • • • • • • •• ••• • TYPICAL ANCHORS SEE ELEV. FOR SPACING Rg wRR1 No • • • • • • • • • • • • • • • • • • • • • • • • • • • • M ptv ••• • • • • ••• • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• • • • ••• • • MAR S 4 2011ti drawing no. W00 -47 sheet 4 of 8 .BBC .8222 .083 TYP. VENT TOP /BOTTOM RAIL 8 SCREEN ADAPTER x.082 TlP. I F- . 80 1.828 JAMB STILE 1.750 1.1.031^{ 1.408 1.245 .082 TYP. HI -RISE SILL TRAGIC 3.626 r -1.004 .812 2.166 MI -RISE SILL .082 TTP. 2.407 1.188 1 082 7TP. 1.100 lam+ -1.828 (e MEETING RAIL 4350 TYP. 1.188 1.032 STD. S81 TRACK 1.064 y-1.082 .187 1.715 1.000 .128 1.000 k- 1.812-- 0 HD FIXED MTG. RAIL .082 TrP. 2 2A 3 P66rD Q DENcalistely MANP./ FNH -503 PH9 -808 P119 -801 P8860 HEM 8083 -15 M.INUx/BONNELL 1 10 -1600 FRAME 881 8083 -13 510. FRAME SILL +0833 -15 phis-807 10 -R16i SELL TRACK 8083 -15 M.J60NNELL 3A 4 5 5A 8 7 26022 sweat SILL 18000 PM6 -803 POH -004 PDH -528 2 FMB JAYS 0083 -18 8083 -T5 ALLIMAX/81314NEU. PO1T -507 1/ VENT 570. F0100 1EE10VG RAC. 8063 -T5 ALU034/80NNE1L 1/ VEN0 14.0. FR03 6001010 RAIL 2/ VENT TOP AND 8011011 R9L 8083 -70 AWWCf/00NNELL POH -527 1/ VENT •• ••• • • • • • •• • •• • • • • • • • 0 • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • It • • • • • • • • • • • • • • • • • • • • • • 8 10 11 12 13 14 15 PON -5'08 8725/000 PRE -604 1/ waif ate SME 04TER1.00K OSLO 8083 -15 5063 -TS AWMRx /EVAST L. 63 REcW. Y00ALL10 mu LOCK (ZINC OS CARD YAWN ALLEN SIE14N5 AS REDO. scativ AaAP1ER 8083 -75 F6- 7115 -187 AS RE00. TOP 6 aOTTOY RAM, WE804E1611ID'P010 Pa -8327 -167 AS RECD. JAYS SOLE WFAIRERWRIPPING SCNLEOPI. tab SEAL OR E0. ScHlEGEt. OR EC. AS 14020. PHS -805 16 17 10 P0H -515 2/ VENT ROLLER H009010 NYLON 6861 PLASTICS 2/ YEAR 2/ VENT 90108. 57. STEEL ROLLER PIN 57. 8110E AB RECO. GLA2INO BEAll AWM6NY ReLL FORMED 40 RE00. ASSFAALr SCREWS (ME • VERB PL. CRS 19 20 21 22 PHS -804 1/ van 1/ VENT Y0011*9 Raa. 581 WON (8017OI0 PL CJs 1/ VENT S /18° 802 SCREEN SCREEN ADAPTER 8 x 3/4'911 1.18 i a x 3-1/4. 141 8112 wARREN INC. 09 EOWL 6083 -T8 BAFFLE NYLON 23 24 PHS -604 • • • • • • • • • • • • • • • • • • • • 2/ BAFFLE BAFFLE sCREWs 6811 PLA9710S # 6 x 3/8' PH 5115 2/ ADAPTER 98-32 x 1/2' 6051 BINDING scRENS PL Cf83 Xnr Dam FA9000 ICJ ;153• amr6•obk•' aso Dm C ROAM Al ilAR S' 4 Ai I 1 ••• • • • ••• • • • • • • • • • •• •• • • • • • ••• • • • • • ••• • or • • • • • • • • •• •• ••• • • VENT TOP /sOiTOM CORNERS • 19 • • • • • w14/4) • • • • • • • • BaciAr a• nor+. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • FRAME TD CORNER ER BOTTOM GORNER Imp: rm. IILYAraa OPC00 STRUCTURES FM PE c )5 ur, lAR242005 a z 1 g ESmd 1 1 drawing rm. WOO -47 (sheet 6 of 6) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • ••• • •• •• • • •0 ■ • , • • • MAP OF BOUNDARY SURVEY S(MR: 1 " =20' 40' TOTAL R/TI A ARC AVE. � AVEtICE BM.— BENCHMARK TDII BASIN C.B.B — CONCYEEIE BLOCK CHB.— CHORD BEARING C/L CENTER LINE COURT DALE — CRENATE AND E.— Ear TICE EASEMENT; ENC.— ENCROACH NM, EASEMENT FAH — FOUND DRILL HOLE FEE —ERD FLOC& FRP— FOUND SINN PIPE 0 — DIAMETER • ELEV.— ELMELTON RN.— FOND NEL F.N.D.— F0100 NAIL & DSO. FT— FEET. � MEASURE MX— MONUMENT LIE. N — NORTI. RNUMBEFL .D. — OFFICIAL RECORDS BOOK. BEAMS ARE BASED ON AN ASSUMED MERIDIAN D PV — BEARD — AS SHOWN N PLAT 1300IC AT PAS.. ADE COUNTY. FLOim . ZONNING, ZONED STREET LINES, SETBACK, UNDERGROUND BE EASEMENT AND/OR CF B OWNER, IRECT OR BUILDER BEFORE DESIGN OR 00NSTRUCII0NI GAIN— 43Y6NHANG. P.C.P.— PEINEENT CONTROL POINT. 0.W.— OSRIEAD WR&8. P.O.C.— NOT of CON ENODENT: P.&— PLAT BOOK P.RAL— PERMANENT REFERENCED P.C.— PANT OF CURVATURE. MONUMENT. PAIL— BOAT OF BEOPNEND. R,_ um= P CDC, OF COMPOUND R0.— 000. , P.0.— PAGE PKWY.— PARKWAY. RES, RESIDENCE PL— R/0.— RICHT OF WAY. Dos stows( WE oF'� PREPARED FOR me IEMLUNVE THE ENNUIS N�KNEWI AND THE MEND 10 ANY UNNAMED PAWN. • SECTION BLP.— SST NNI PIPE MD.— SET NEL & DISC TE▪ RR, TONNE WA— ROAM 9L EASEMENT. 0.— L— TESE W/F.— WOOD FENCE.. A— CENTRE. ANNE. LOCATION SKETCH SCALE: 1" =100' LEGAL, DESCRIPTION THE EAST 75 FEET OF LOTS 1 & 2 SUBDIVISION! FIRST ADDITION TO PASADENA PARK ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 6 PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. ADDRESS: 275 NE 105 ST. MIAMI SHORES, FL. 3313& FOLIO: 11 -2231- 013 -0520 BLOCK AT PAGE (FLOOD ZONE:X COMMUNITY No 120652 PANEL Q SUFFDC . L. DATE OF FIRM: FLOOE EXAMINATION OF THE ABSTRACT OF TITLE HAVE TO BE MADE TO DETERMINE RECORDED INSTRUNIMENTS. IF ANY , THE PROPERTY. LOCATION AND IDENTIFICATION OF MUTES ON AND /OR ADJACENT TOI THE PROIOPERTY WERE NI AS SUCH INFORMATION WAS NOT MOLESTED. OWNERSHIP IS SUBJECT TO OPINIONN OF TITLE. FOUNDATION AND UTILITIES NOT LOCATED. FOR: JENNIFER BIE NSTOCK ORDER No.: 0802 --45 DATE OF FIELD SURVEY: DRAWN BY H.R.M. 02 -25 -2008 LAWRENCFE E. POWER PROFESSIONAL Rouse OR ANID MAPP STATE I OF FLORIDA 1508 BAY RD. STE. N10003 MIAMI BEAC PS.(9544) 290 9874 NOT VALID UNLESS SIGNED & EMBOS (PREVIOUS REF: ORDER No DATE CARIBBEAN LAND SURVEYORS, INC, 11865 SW 26th ST. BLDG. I, SUITE 13, MIA1MI, FL 3Z TELEPHONE: (305) 227-6967 FAX: (305)) 227 -71, E —MAIL: CARIBBEAN @CaribbeanLandSurverwsInc..cc r Erkefirge Mazda 1,2+ efface 11 AFFEMIX 33.0 IFORM 11 R 11 So Bond Bdelog node, mamas 64 Von slats or lees tostrag ora coat sewed Ono asene a 1345 of Honda mad 0111 11$-1 ace A 11 oreetabotes ALL CANE =USES I may So reseeness to tom 118-2 st AND ADDRESS: anissecumo 131216 1.nno,;,, en assess of 15 posed of , rook Z septa* spaces el le 'To Be eneseed look 4. 5. *adz amistaare bad Mot omit= raa'bide 118-9 'To lotosaanse. RalgooloOs i2a A Pa".118 -2 "Pawed Of cerilkanee Abased algae ma* MINI 118 -1 pate 2). p',,,,;:r.<;,, - <;G:.;, ossoodel. All' Se infloste year keel to 1.1te ewer ar er s 1. 2 a. R seudisobteselly-fics. al sods cowered by ads setentoden 4. is this a ? e wine) S. Cotterdioned Moor area ton. 9t.) 8 ease type and en= 2. b. Goss as= 7. rensectlage of glass te new area 8. Boor type., area or pry, acrd ions aSiab-es-goale() b Wood. ) c. Wool. (6 ) 4. Constase, abed (R ) e.) 1e. Wail type, area and Instddlerc a. Eiteriur: L MatestrOtossiation R- ) 2. frame Ressaladas R- ) b. Aas,aw L oozy s' A. ) 2.. Vireftel 9 R-ralag4 1a. Ceding type, area and ittgasialiorn a. Eider asstic yrnar, =drar�u�z� �vagsati 12 7 yRoulades &'8) 11. Air tratirilale025 SySiellr Dula insulation, , locallon Tetaarasea ropiest if dam iia socooStiesed spare 12. ardent sTypec mod, room oak pave ernainal A.C. gra, sone) 13. Means syslowt Myra: bras pomp. clos. odp.ara. pas.12-Gaa, gas la.p- soma or MC. nose) 14.. Programmable thernaostat iced on HOIAC systems: 15. Hot wader syslear 4L$gaee; ro vffi_ Pru LP-Pcs. oda; beat are- &AL brat gaup. rimes woe) a Reg Iv gaies sag tay the s an3 aa omplavas thp Haft Ewa Ccia- MEMO re: WE: Please Pant 1, 1 DD f7 W 2. 5F D 3. 4. 5. 195 cr Ba.Rs= sl+. R= ac. R= -� Id. R= Se. R= 0 69-1. R= (L ___sq.9. 9a-2. R= - 8q,17. 9�b-p1. R= �, f pt 1M4 RTa r ett.9g. 16x.R= 3r) 16b. R= - 11a. R= 11b -Teat report aRadred? Yes U 12a. fie: 1. 12b. !Meer j . 12e. Capacity; 12a. Type: is MAN 134.1 13r. 14. Yes 159. Type: X' 15bs El=: CR 011112A6.23.4 ell WAR r 3 APPENDIX 134) * 71811E 1131 M= MINE0110110 lro•lls%11 all Caws Zoos moons tome n Vials— Bit aril R4 t * From Nos Boris Non Ennio solt ' %soon ossaatoroo hat (Sin Non 10) Nuns 3& 1= = " o1CFA. <=1 c Main Isolont 1'ti -13 siorrol INISTALLED VAU1E& . 3V5 ice¢ T Oriratio *ems ” Hos= 9fte unosniented woos Noo Me 3) finluriar soloosa (dome Vol Gn I moo ' mean • *18 opt IFF = SO AP= OM 40 got EiT=0.50 50 EP= 353 SEM =130 MEN= MO RIVE= 7at MO ferannel OM news Om 71 1 Soo tarosoos gst SNOW 0. Q a 40 SEM ss RPM= L = 0 Test mot Coneissoa won •91 X0. *3 L5T N/A tancionOr (no Nan 0) throssifflorsed wee 11-0, TIMES CrallailAkod VMS 6laaararied Nis par MOM WIN inanaltoi 0t On roN Otos *42 Ho Hoorn boar= InoresSiond etc°or soma Cesorifftmed span or Uravastoi salt aaa yayesMBAhienot iso (1) Eva .n„., a bp tbe Ass-3010mo eat a i s „t;a seasologst meg sot ta1lal / arse awl bats , ar:,;1t&'t'omfPs ,,�w�• ND e� tva or ° ..,n +a; dto CFA ot5®pD.�de*2- ca) o „gin a For � . ibe ° 9r� �.r ..pan „ca , v 1!h:q Wl.gi'YIIW��B>�dSTM6i I .fl.. l:.5 i L �..< � ! o �•'t<': A� be ;F �Ai 50%of the t3- 4i�'•� wire fe1�9tet!t ri 91 �r. 81 .:J:- aterlsret or bawl to Ills= t. T7 tt .1n be laseated saw taaol as as al she bats a wan sat n lai ',r•r fall assess way Sok* rigid aroma board or * loofa obest anatergais ackosakely *,:;. n,.: attic sites a/1 ?,,, ;.. faraiso sotergale, (5)e� For Mbar a r +, $ =Wi7- (.®001/22” ), (6) stet sail gas Morale Wastes. "ii Iyal a�,�O}Np- ggn.w„a+M' �y Combated �� ants't ., IifQ 304:P l "; � Nal camellias less Mae sein Table 13-607132-2A of Rolla Bseldisg &OA &Mg or 1f t11107A832A a111lie F*if4a Ballim Cc R1 olds Ir .o;at,r .:..,:.< gr Sung-Doct %n 1;f SP= : an,,. anti psis** aessibes lass =Ws 1 7 of Ds Fla ids Ha or Table /11107A3.320 of Ito teti* OW* Cock Resifengal 0331 air 0100103 (so ant 9 r/is costifitsol spas or toted a Class 1 a lio to be *soostpoter lab ' s,"Zotaalbly9eAc fiee a mess air imbue to m so water ass 3 sale) sows aG � {, eta plasm � �' 2 Passel a fraa. a .) OTOS ��,} �i,,{ ,P.,.;L. i Ya�.{�, - :.ciHR the', c' II'd ;,z. sal p $, :•y7'1'.t` ®t G i . 1 n{ ALP {P n _" system as part of as v. a _.:ypi.n�.�I,fr1T�../.... a�y�A,�a f J to 11-0 or �yrt.\0 la rye. sass. �q 1� eattne �.t6 Q� � sea steals YO'�ares bed :;1 F �9 � lbern Wass do n�I4 to .:iI n f t 4 sal ow d%I R Walled it boas a L COND. $ Qt4G£ T�s1 ••p•rt assay No del 1 patonsesse cabala 3n soar twaggly wisp Ails • . flat Est ) oleo A mot be I..,.. assaboas. 6 ceoll rr 1. M- at 2 tod ostabesig *woe loser seas doss PI Far d PONE T NILE 11B. mown swasslasano Fos eu.ro:ILII C[tVISNIENTs .lads Chain Esionortrkilaras A Datars SOO Pastes Sornarkv Poona Spos Hot Shaer Stroolnien DWG MO Caw afamlim fInsaggfflas $tB 11dfAC Conlon 19010 .1.2.4 E11100./03.12. 311001B.1,2 STOUSSINENTS • s.3 diarrogit Witiso ono .c ralasstft Nora am. $e@g ate sat atteistrwass sago* Tope IC vast van potoksion Nvo stronaNros Anna Or teeny esaa .: ; ;;:a::.::., or Roo ;, , , hationon Soon Biotin ton steri ito vsoonittrool ve a shall have rftropear, omit tar ocatnarOvnCoovra a Morn 11111.2.4 Coro* sift eating ronakeravols go Tens 311112,M32. Swish or enisod havartarr or Sp:oo aLhooted pion a thaaaesneers solar Mona lironsvonnal won min 9aoaeapaprbp ems spa posi Peraten mrat nerinana Semi ~eery 473 .Hootpompphi swam sea Non a ottanno COP nothava Water Soo eon torractan tre en woo Ow 2 • avOsi yar Volltival 18-0. ion& at 0i trasseitartal eqfpnertt onOvum o sag savalsorney ~tot sealed., gozsdarkeel aspordarge ism Os ca elSenior 111113A®. Donn ttsa annaraso aar as atel eat WSW is seeesiassastablia s eseistis of SeeSsis 2011194 Rusts ebbs oust he ittsfiettel to obabsatai of ate. t 'BRIE 11®-1 (See able 1) 33 =Me Zees dwelt altbAtiNGIGOOVOISERT Ramo %ewe ism bele 29 besets Boobs amalgams Via% Mb Room Erlabonsalle Meruscseatielsolosl maims ism ROW 33 Ms seder options bsegage ttpas9 Bigot* beet We Et Geo fossil bests Mete LW-ado 0.55 SileaC a %asCLFA sa 13% • G� %CFA � % 9-13 s (see Nob 7J Farm webs* (ssee bees SEER= MO =7J east PB,. 40 Oa • -tt SEER. ID.5 szenk. a easT N/A Res tamosee tomes libastroottic (ease Meths Unosasellitesel ' Utiesa ms 81393.4 oa%aaarsl is o She A= = ! PAVE a s 19-3, TESTED CAA 2 tacmgoz d apfa 0 Test rebetst Cooltbsosid woe lest stoat requiesal iltsmiler beam ilosessataes0 Ole oea pop Com:Mooed seem sr linvesZed obis seem* per RENA eafth Ofteagiou Oft me Woe Roseate keg Itspott Iftdn assa tieginvi s s?aaAaaa COMP • S pAG£ Teel mond Orme ow mood ars* of Ors *Ow* sadarmasto et** in order fa son* OM anal be mi. as eland ORR 6%dans ,tea wore foor (SS or loss =Owe &arta 091 of 00 parsed. 2. not 1 99 ®i; 10239 file Ceibilm nay $ OT ;!Sfr, _ , +_n ((3) /Rakes aro aor 'r.; . .:r, a mks assded &o be at lead 59% oleo 9-4 " Wets rendenet' 1 ale' v,;; : �q1�� sass ybudas and `.;lr.w Ha a teamed lo VW aNte *kb of IMO or at bantre OW mated* For Mbar 1 t 1 :' -�. '3•Md „lla .: ithl BF =0,'97 - W M' * -2 t;r,.:). For EF ON- 16B989"0takona. For ; :na1: .:,t. t... oats a For is I :;pf ?. SIged Ws 13-697.111132A „,,,��W Firma &Mg Ca*. or ' 0e 1 11®7 1.2A atlas wen 9k6WDP& an ,:;I? ;, ;likt Mkt F®c Aor 13-007.611223 a tte ROJO Italkg Cedg orUde 01107.611920 and a r a ari;- ya ti'• ; wad ro awe er' toned by aim 1 (Saar Coetident) ogres Ad- 2 baot taws* doss Far sass Stch tams sorb, and Code � gees feeL-Sebeleetigity lob free sball wan td 25 Paza in. sc..) ) arms �y. system as capacidos to ego orn 169 wars rod w hand* g.. ,snl l C I._bid' at aP Pow* lo 9-6 or be Cagbeliftell Wt. IMIZESSIOtile gam not apply to and TTBd.E 9103.2 13113231192 RERIRREIZEISTS FOR ALL PACKAGES = E-1111111111111111 Estealselbanallosts & T Roles a1aa��a9.a cra103A3.12.1 »aa1.24 1901 a.2.S EntabonFonis Rirlsesetisrota aglow batmen ants Els4 bares s o onowelltiorasti WSW sheil trareaSa+ fore aa tgibe tab 1003:31 WAN bleurRearese Regsseraing Poles & Spas isms Show Robb Ceobals 112A '' 0 be a°aarer � owe 6320 & bastibl Reds mutt tete owes (amp albs boxiest). itioassossesse231 meat berets coup bow Gee 112A8,23J6 spa &p anutsliewee stobseett absn 01718%. Wei ISOM . ;,,i Awea obboasta COP 421. s'Dia92..A11.5 341112,13124 aaaa1.2 um) ensweikev 25 r S ^: a: PERMIT # K,139-1,118 CONTRACTOR: nz C.VA3('iUa011 RESUBMITAL DATES: Offal( (, fr ../b C 'ilki, PROJECT TYPE: r,.. t{, de ..)r , 1 ME q■ FIRE C ZONING O 'M/ 7' IMPACT FEES STRUCTURAL / 3 kJ/ ,p e/ 'c:".'9° - - - ,1, c TRIO . ' 3\ l't ✓l' °�I CO n 'a' ,ss MECHANI A i3LDci` V j et. v 1 /drab I, Camerae ofd 11 aorr a a1 11 mfeo Ronda ;,;,,,,;,, ,;,; Coe, redo= oldyeesdoeeemyleisina,,,q gotees on isle 116-1 ender UAW A of Ceder 1 Hone to wed waned at elle raoi orainel, itr PROJECr mate BIENSIZaK ADDITION 1 BUXOM 215 NE 105 sr Mism No 6 _FL 163i Tan JUNSIVICIICSI APPENDIX 13-0 AWL S71.111ATEZONIS ea use To Tole 1113 -2 of :ar:':! fetre, V SHoREs J. oiEr stock. 1.f1ar $raof 96of 2.. "':9 in the O a Suer naked Morale paw 1 Wet on Me 'To 4. in "•' , Tee 196 -2 aral doe box beats nand csasily Vt ed E date ffies 'Rental mat knorporrio any the teem mad ease, drat rem bed (doe des 'fie 1111-1 eye 2)- "To ike 1194 sal srai o:..a !c 'To ile 1. New construction, addlion, or existing b Surgle4andly &dashed omy attached 3, of of vends cowered by tido 4. Is this a twist case 5, Cow floor area (sq. fL) 6. Glans type and area: sa. 15-fiswasc b. sacic d, Gbirs =ma 7. Porcentage of glace to doer area a Floor type, ales or piafoa+eler, and insulatiort �dieb-on-grade a 1a Wood, need ( ) c. Wood, crams (a-) d. Comm, n (0.—nine) Corroent, co 9. Ma type, area and ineedatiore: a. Fier. L Mammy *9 2. likbodt mise R.- ) b. Adjacent L Masora 'ai,:;: r n >;,t,;:: 1) z wrood ewe 6ralatios 9-) 10 area and insulate= a. b " 9 11. Aft Orestrantino system Dud losttheon, location Tonnyearogyeediferolis space 1.Tes rarer or awesome o- en 12. Coodng system alypez itestot, rem wk. pave" gas- aorta 13. dealing spine (t)pez woo. dm sap,' ea. gas. LP-60., roma arIPTAC. low) 14 Programmable thermostat isedaded on MAC °yeas= 15. Hot water spate= -, nalt gatf41.P.en. sue, max-, dol. Unman% odox, woo) 2 ?3 #24`O!d sases be :<> to or more et t Platen PAW a. 4. 19 5 Sr da. . �0 t Z 1x !'Z 8a. a= 0 2• 09.11. • 11= eta dd. Ft= ^- 64.9. 9a-1. a= (0 2 O 94.9. 90.1. a= sa•tt, db 2. lit= — soil/. 16a.R . 195 16b. — sq.1 11a. Ra 11b.Teet report attached? Ws 12a. Apse 126. SEEiledat 113a.1 5 1311. kiS FICOPJAFUE I . ff 13c. 14. Yes 15a, Type= 150. EF • "l' /_' Cc -06 k),(i&a. 191we vs- (ea- ►. CUOEs (0 4-ra1 30Jf BUILD PERMIT APPLICATIO FBC 2004 dEl SEP ig 2 2 Miami Shores Village uilding Department 10 6 .0 N.E.2nd Avenue, Miami Shores,. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 19c08-1/85 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address 2-15 NE I05 RECEIVE JUN .: 008 a— ow Ow Roofing Master Permit No. Poke. ui j.enni eY it 1•"I a � COI tie( Fetali4-5, Q�)n �- �11� t Phone # 1% ' 9.67 -1 City WoJMX (S� State (1 Zip '3 3 t31 Tenant/Lessee Name Phone # Job Address (where the work is being done) City FOLIO / PARCEL # Miami Shores Village County as cdonto. Miami -Dade Is Building Historically Designated YES NO X Contractor's Company Name Gt l coAsti Contractor's Address (qq i of 1tc� f City film State Qualifier Name (70 1%6014 State Certificate or Registration No. CG(.( 4,Z.. Zip -ac+st,r 400 Phone # " -: ( q 30S At0p t .46° C Zip 33155 Phone # .-11o' ot51. alp 11 Certificate of Competency No. Architect/Engineer's Name (if applicable) 144 1 v►y J1Ora Phone # 305 -740 -51 F.5 Value of Work For this Permit $ 1(t Type of Work: Describe Work: ❑Alteration r tv(UiSio�1 -10 Square / Linear Footage Of Work: [New ❑ Repair/Replace ❑ Demolition bd roo w one added bpi r . (0 (0`6 rai******* * * ****** * ** * ******* *** ***** **** Fees. *(e�:�***** * ** *x�a * ** ** *** * ** ** * *** *** * * *** * ***: *g* CO Submittal Fee $ o�� Permit Fee $ !�4E ' 9 CCF $ `"I' ff C CC L Notary $ Training/Education Fee $ 3 Technology Fee $ k9 Scanning $ 04" 0 Radon $ I - 4S DPBR $ 1 • 45 Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Ott 4. 6 q.-do )2.0 , aa4 Total Fee Now Due $ 590 See Reverse side -* Zoning $ RE C0? 062708 1228 N[001 05259? CHARGE $250.0G Bonding Company's Name (if applicable) Bonding-Company's Address City State Zip Mortgage Lender's Name (if applicable) 0 ( � 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 '1'b Owner or Agent i�h ument was acknowledged before me this dal The foregoing whdayof 200.6,by (tlet UW lashAnki who is personally known to me or who has produced ,. m I,a.rs 1. a ?Ati -irientificatinn and whn dirt ta1n an nath N( NOTARY PUBLIC : MICHEL KHOUEIRI Is Sig Sign: Notary Public, State of Florida Commission# DD667649 My comm. expires Apr. 25, 2011 � Si ,A11111( _I Signature _ ` lil I .tN 1. The foregoing instrument was ackno . ledged before me this u' day of . 20 00, by tAt, w •&t Q Q- 0� , who is pally known to me or who has produced as 1 1 yl 1 I v,i, .,. ...-,— NOTARY PUBLI Si `y, s • 11 UNNERE M. ROUSSEAU MY COMMISSION # DD 684235 EXPIRES: June 11, 2011 Bonded Thru Notary Puublc underwriters Pri : Print: � L ('_� ��,� �"� �,._;, , c t Print I (vv r . 2 cij gea u M3 My Commission Expires: 2/c S/ Z c� \ t My Commission Expires: -k *i s.a..c nsms• • • •.. .• s a r t- t —t--c- •...J..- 4.4- 4 •4..,- 4- 4- +4.%'Vn,..a.. ********* KKK **** *Wke+2 4A••m•,4vr s 14,4•+•4>>1.4-h•%1. x03....4 44-******%F+tr a- t•Zti+ +FT- APPLICATION APPROVED BY: gel 7/ 4 s "rG/4 Plans Examiner (Revised 07110/07) Engineer Zoning Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 275 105 Street Miami Shores, FL 33138- Owner Information JENNIFER BIENSTOCK Expiration: 05/15/2010 Address 1122310130520 Block: Lot: 275 NE 105 ST MIAMI SHORES FL 33138 -2023 Contractor(s) Phone SPECIALIZED COSNTRUCTION INC (786)251 -5691 CeII Phone JENNIFER BIENSTOCK Phone Cell Valuation: Total Sq Feet: Approved: Yes Comments: SEE DEVELOPMENT ORDER FOR CONDITIONS Date Approved: 7/2/2008 : Yes Date Denied: Type of Construction: GARAGE CONVERTION & ADDITIC Occupancy: Single Family Stories: Exterior. Front Setback: Rear Setback: Left Setback: Right Setback:. Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: Bond Retum : Classification: Residential Fees Due CCF CO /CC Fee DBPR Surcharge Education Surcharge Permit Fee - Additions/Alterations Permit Technology Fee PIan.Review Fee (Engineer) Plan Review Fee (Engineer) Radon Surcharge Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $9.60 $150.00 $1.45 $3.20 $480.00 $0.00 $60.00 $60.00 $1.45 $24.00 $250.00 ($250.00) $12.80 $802.50 Invoice # Total Amt Paid Amt Due RC-7 -08 -32264 $ 802.50 $ 552.50 RC -7 -08 -32264 $ 802.50 $ 802.50 $ 0.00 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: 1 Applicant Copy For Inspections, Call 305) 762 -4949. Requests must be receNed by 3 pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the public records of this county. DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. December 07, 2009 2 awmages ,r-e tx31 -- 4• -r)Ce bbrbrb M. AA ter-.• CI imam C,4 C. i.5 b 4101111.00°.c ,tea CO c" ,1 •. q e.:) to re) cod � tsl • Cd C. uj r• c3S -es. ra Ce 14.f • wCC Cal atC MIAIII-DACE COUNTY This Inslru of Prep red ey: Namet/J4 -�pi�� f� �(QMg+ Address 2/5 kw � S �T) to (mil Splo)t,ES fk.33(38 NOTICE OF COMMENCEMENT Permit No. r Tax Folio No. STATE OF �Yl COUNTY OF �li(i THE UNDERSI GNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided In this Notice of Commencement. 1. Description of property: (legal description of property, and street address if available) 5 fJf O shred-, M•axY! (`aka rem, FL 3 3 / 3 2. General description of improvement: 3. Owner information a. Name and address: b. Interest In property: c, Name and address of fee simple titleholder (if other than owner): 4. Contractor: a. Name and address: b. Phone number: -'e.41 n tom- e' 61cins.bc 5. Surety a. Name and address: b. Amount of bond $ c. Phone number. -7C110 -2457 -6760/5 6. Lender a. Name and address. b. Phone number: 2-13 NE tv,' 'S-1n1'hD t 033,34 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: t <r?� a 6,07.„4.44, b. Phone number: a. Name and address : 7� 8. In addition to himself, Owner designates the following persons) 10 receive a copy of the Llenor's Notice as provided In Section 7.13.13(1)(b), Florida Statute ' a. Name and address: Wide T )ems,_, f tar 47,1-04.4.4. b. Phone number: 1St-247-51W [ 7» "2V —SL ?3 O. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is speckled) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. If YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. t was acknowledged before me this (name of person) as authority, ...e.g. officer, trustee, attomey in fact) for behalf of whom instrument was executed). NOTP_RY PUBLIC -STATE OF FLORIDA "•4, Claudia V. Cubillos • �Cammt #DD717 23 Ex ; ! ,tee: SEP. 23 2011 Rin � BONDEDThBU A11 AYFIC30NDLNGCO.,ING Signature !f Owner or Owner's Authorized Officer /Director Partner/Manager Signatory's 11 /Office ;It Ui OItitrill. I ear) b (type of 'ENGIN (name of party on A Sig = re of Notary Public — tate of Flor da Print, Type, or Stamp Commissioned Name of Notary Public Commission Number • Personally Known or Produced Identification Aft, Verification Pursuant to Section 92.525, Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Signature of Natural Person Signing Above Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 133604 Permit Number: RC -6 -08 -1185 Scheduled Inspection Date: January 19, 2010 Inspector: Bruhn, Norman Owner: BIENSTOCK, JENNIFER Job Address: 275 NE 105 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SPECIALIZED COSNTRUCTION INC Permit Type: Residential Construction Inspection Type: Fill Cells Columns Work Classification: Garage Enclosure Phone Number Parcel Number 1122310130520 Phone: (786)251 -5691 Building Department Comments GARAGE CONVERSION TO 1 BEDROOM AND BATHROOM RELEASED TO DIEGO TEJERA TO TAKE TO DERM AND HRS ON 9/23/08 MLD Inspector Comments Passed , f' / / Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. 1 January 15, 2010 For Inspections please call: (305)762 -4949 Page 22 of 23 TERMITE & PEST SERVICES QUALITY • SERVICE • RELIABILITY 14252 S.W. 140th St, Unit #105, Miami, Florida 33186 Tel: (305) 251 -8445 • Fax: (305) 251 -8986 • www.apexpestservices.com SOIL PRETREATMENT CERTIFICATE ACCOUNT #: q 'I Z- DATE: O/ ktu. ec u4Lt ?E R'S NAME Z7S Nom' `CS s)c- TREATING ADDRESS /OW G STATE TYPE OF GU NTEE: Zo,OBILL TO: ec/ /94ze CS'v lcVe41 T ` CTOR 7 ;35 s'U C9 c7 BILLING ADDRESS 3313 g ,e a P.6 33/5/3 ZIP C Y STATE ZIP TYPE 0 ATMENT: ALLY RENEWABLE `'''SPRAY ONLY FIVE (5) YEARS SPRAY AND TAMP ONE (1) YEAR SQUARE FOOTAGE 200 .Y7 CENTS TOTAL TREATMENT COSTS $ e1.3 UNDER THE COMPANY'S CONTINUOUS PROTECTION PL THE ABOVE NAMED PROPERTY CAN BE RENEWED ON THE (DATE) of 20i 5 UPON PAYMENT OF THE INITIAL TREATMENT COST, AND ANN ALLY THERAFTER IN (MONTH) CI , (YEAR) Zd IS. .A GUARANTEE WILL BE EFECTIVE FOR AN INITIAL PERIOD OF 6 o MONTHS AND THEREAFTER SO LONG AS PAYMENTSARE MADE IN ACCORDANCE WITH TERMS AND CONDITIONS OF THIS CONTRACT. A PRE -SLAB TREATMENT FOR SUBTERRANEAN TERMITES WAS GIVEN TO THE ABOVE PREMISES ACCORDING TO THE STANDARDS OF THE NATIONAL PEST CONTROL ASSOCIATION, AND MEETING SOUTH FLORIDA BUILDING CODE UNDER SECTION 2913.5 LICENSE ► 1. JB141106 APEX TER E & / EST t ORP. -MAYA, PRESIDENT BUY ! A " HO ZED AGENT T TO TERMS AND CONDITIONS NOTED ON BACK PAGE 14252 s.w. 140th street unit 105 Miami, Florida 33186 SUBTERRANEAN TERMITE CONTROL LIMITED WARRANTY SUBJECT THE GENERAL TERMS AND CONDITIONS LISTED BELOW. THE COMPANY WILL ISSUE A LIMITED WARRANTYFOR THE CONTROL OF SUBTERRANEAN TERMITES AND, AT NO ADDITIONAL CHARGE, APPLY ANY REQUIRED TREATMENT TO THE PREMISES IF SUBTERRANEAN TERMITE INFASTATION IS FOUND THEREIN DURING THE PERIOD OF THE WARRANTY. TERMS AND CONDITIONS 1. This warranty will commence on the date of the initial treatment and be effective for the period noted on the reverse side, providing the customer pays the annual renewal fee (if applicable) within thirty (30) days of the anniversary date. APEX TERMITE & PEST SERVICES CORP. reserves the right to make a reasonable adjustment of this fee at the end of three (3) years. 2. This agreement covers the property identified on the reverse side as of the original treatment. In the event the premises is structurally altered, or otherwise changed or if sold is removed or added around the foundation, owner will notify APEX TERMITE & PEST SERVICES CORP. and arrange to purchase additional treatment required by the changes incurred. Failure to do so will terminate this agreement automatically without further notice. In the event of structural modification, APEX reserves the right to adjust the annual renewal charge. 3. Structural and mechanical defects, which result in moisture problems in the interior areas or through the roof or exterior walls of the premises, may destroy the effectiveness of APEX'S treatment thereby permitting an infestation of subterranean termites after the date of the initial treatment. The customer will responsible for making any timely repairs necessary to correct any structural of mechanical defects upon completion of such repairs, APEX will provide additional treatment to control the infestation in the area. Failure to correct the above defects or the following conditions will result in the immediate termination of the agreement. (a) Earth to wood contact. (b) Unremoved form boards. (c) Hidden expansion joints or cracks in slab or foundation. (d) Stucco over wood frame where wood or stucco are below grade level. 4. Disclaimer (a) This agreement provides treatment for subterranean termites only (Reticulitermes sp., heterotermes sp.) Formosan termites (Coptotermes sp.), Drywood termites (kalotermessp., Ineisitermessp., Cryptotermes sp.,) and all other wood destroying organisms are NOT COVERED. (b) APEX TERMITE & PEST SERVICES CORP.'s liability shall terminate should we be denied access to the identified property for any purpose contained in this agreement or by acts of GOD, duly constituted government authority, act of war or any other catastrophic circumstances beyond the company's control. (c) This agreement does not cover and APEX TERMITE & PEST SERVICES CORP. will not responsible for any and all damages to the structure or it's contents resulting from termite infestation. (d) APEX TERMITE & PEST SERVICES CORP. disclaims any liability for special, (e) Incidental or consequential damages. The warranty of retreatment as stated in this implied, including any warranty of merchantability or fitness for any particular purpose. • • ••• •• •• • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • ••• • • • • • • • • • • ••• • • • • ••• APPENDIX 13-D FLORIDA ENERGY EFF ENCY QODF• gQR BUILVING CONSTRUCTION FORM 600C 04R ReisIdehti8 Limited Appticatlot� Preweriptive Method C Small Additions, Renovations & Bulidi • • • • • • • • • • • ng Systems • • • • • • • • • SOUTH 'e Compliance with Method C of Sub- Chapter 6 of the Florida Energy EfficITunert,ode r &Y be de 18 the use of Fors dIOC for additions of 600 square feet or less, site - Installed components of manufactured homes. and renovations to single- and multpie- family residences. Alternative method provtded for additions by use of Farm 6006 -04 or600A -04. PROJECT NAME: AND ADDRESS: /J f►' 1' BUILDER: 7MRRN6 l'I►i (f1 (• P ink P4RdrT �10 CLIMATE ZONE: 7 Li 8 JURISDICTION NO.: SMALL ADDm0NS TO EXISTING a CES (600 square test or less of conditioned area). Prescriptive requiremtds in Tables 6C-1, 6C-2, and 6C-3 apply only to the components of the addition. not to the edstng building. Space heating, cooling, and water heating equipment efficiency leers must be met only when equipment is bedded specifically to serve the eWPoarn or Is being installed in conjunction vrfth undergoing renovations costing more than 30% assessed value spaces tle buiklinB) requirements 1 and �appiy the compmponents and (Residential uipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS, Only site-Installed components and features are covered by tthis form. BUILDING SYSTEMS Comply when c omphte new system is installed. 1. Renovation, Addition, New System or Manufactured Home 2. Single - family detached or Multiple - family attached 3. If Multiple- family -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Glass type and area: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and insulation: a. Exterior: 1. Masonry (In ti R -v ue) 2. Wood frame4 u on R value) \ b. Adjacent 1. Masonry (Insul value) 2. Wood frame (In ul ti R vgluej c. Marriage Walls of Multiple Units* (Yes* 10. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system* (Types: heat pump, elec. strip, natural gas, LP -gas, gas h.p., room or PTAC, existing, none) 13. Air distribution system* a. Back low damper or single package systems* (Yes/No) b. Ducts on marriage wails adequately sealed* ( Yes/No) 14. Hot water system: (Types: elec., natural gas, other, existing, none) * Pertains to manufactured homes with site - installed components. Please Pratt . 6' F_ i 1 V e Gl' ' 3. N/A. 4. lett" -0 Single Single Pane Double Pane 6a. 24 sq. ft. - sq. tt. 610. "' sq. ft. sq. ft. 7. 12.3 % 8a 8b. 8c. 8d. tie. R = V 497P lln. ft. R= - sq.ft. R = sq. ft. R = - sq. ft. R= " s9. ft. sq. ft. 0 9a-1 R = �J ii 9a-2 R = sq.ft. 9b-1 R = sq. ft. 910.2 R = sq. ft. 9c. 10a. R= .!V 1CT5 sq.ft. 10b. R = sq. ft. 11. Type: SEER!EER: 12. Type: HSPF /COP /AFUE: 13a. 13b. 14. Type: i r EF: 9/2 CK 1 hereby certify that the plans and specifications covered by the caiadatlon are in compliance with Review of plans and specifications covered by this calculation Indicates compliance with the Florida the Florida Energy Code. PREPARED BY: DATE I hereby certify that this is in comy�' ..{t..: the Flora Energy Code: OWNER AGENT: % DATE: rL�c FLORIDA BUILDING CODE - BUILDING Energy Code. Before construction Is completed, this building will be inspected for compliance In accordance with Section 553.908, F.S. BUILDING OFFICIAL•. ATE: 13 -D.37R APPENDIX 13-D •• •• • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • • • ••• • • • • • • • • • • ••• • • • • ••• Climate Zones 7, 8, 9 TABLE 68.1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDTIONS MOO . FL and Less). RENOIVATIONS TO EXIKING BIBITUNOS AND SITE-INSTALLED COMPONENTS OF MANUFACTURED HOMES • COMPONENT MINIMUM INSULATION Concrete Block Frame, 2' x 4' Frame, 2' x 8' Common, Frame Common, Masonry R -6 R-11 R -19 R-11 R-3 •• • • • ; • �reurtrz • • • • • • • • • •12. • • 5••• • •• • • • • 0 Under Aitic Single Assembly; Enclosed Frame Metal Pans Single Assembly; Open Common, Frame R-30 R-19 R -13 R -10 R -11 • • • ••• • • • 0 O ii Slab-on-grade Raised Wood Raised Concrete Common, Frame In unconditioned space In conditioned space No MOnimum R -11 R-5 R-11 R-6 No minimum • • • • •i'0UIRMENT • to • • MINIMUM EFFICIENCY INSTALLED EFFICIENCY • • • 2 &tral A/C -split Q - Single Pkg. 8 Room unit or PTAC •• •• SEER =13.0' SEER = 110%P SEER =13.0' j SEER = EER =8.5' EER = • - • • • •a Elftic Resistance Heat pamp - Split • - Single Pkg. RN", unit or PTHP Gas; natural or propane Fuel 01l ANY HSPF = 7.7" HSPF = 7.7' COP = 2.7* AFUE = .78 AFUE =.78 HSPF = HSPF= HSPF /COP = AFUE= AFUE = Electric Resistance 2‹ j Niel 01 natural or LP EF =.82 EF= .4a. EF =.59 EF= EF =.54 ;EF= TABLE 6C-2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY 'See Table 13807.1 ABC.3.2 and 13 608.1 ABC 3.2 Maximum percentage glass to floor area allowed Is selected by type, overhang length, and solar heat gain coefficient Maximum % Installed % _ 12 1 GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .75, double clear SHGC= .86, and single 11nt SHOD = .64 TABLE 8C-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606. To be caulked, gasketed, weather - stripped or otherwise pled. Exterior Windows & Doors 608.1 Max. 0.3 ctm/sq.1L window area; .5 ctm/sq.fL door area. Sole & Top Plates 608.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 636.1 Type IC rated with no penetrations (taro alternatives allowed). Multistory Houses 606.1 Air barrier on perimeter of floor cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Combustion Heating 60.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. Water Heaters 612.1 Swimming Pools & Spas 612.1 Comply with efficiency requirements In Table 612.1.ABC.3.2. Switch or dearly marked circuit breaker electric or cutoff (gas) must be provided. External or bullt-In heat trap required for vertical pipe rises. Spas & heated pools must have covers (except solar heated). Noncommercial pads must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78%. Y WA- Hot Water Pipes Shower Heads 612.1 612.1 Insulation is required for hot water circulating systems (including heat recovery units). Water flow must be restricted to no more than 2.5 gallons per minute at 80 pstg. HVAC Duct Construction, Insulation & Installation 610.1 All duds, fittings, mechanical equipment and plenum chambers shall be mechanlcatyattadred, seated, insulated and installed fn accordance with the criteria of Section 810.1. Ducts In attics must be insulated to a minimum of R-8. HVAC Controls 807.1 Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: 1. On Table 60-1 Indicate the R -value of the insulation bang added to each component and the efficiency leads of the equipment Installed-Ail R- values and efficiencies installed must meet or maul the nhbtknum values listed. Co and equipment neither being added rare renovated may be left blank. 2. ADDII1ONNS ONLY. Dstennhrethe percentage of new glass to conditioned Swann in the addition astadays. Total the ewe of all glass windows, WAding glass doors and glass door panels. Double the area of all non erdral roof gds and add it tothe previous total When glass in existing exterior walls Is being removed or enclosed by the addltlan, an amount equal to the total area of this glass maybe subtracted from the total glass area. DMdeltre adjusted glass area total bythe conditioned floor area ate addition. Multiply byy0100�0 to get the ps'sat Find the largest glass percentage urciewhch your glass type calculated and overhang Ore gemhdmumoo roo8t nt a is�spe Actual f windows and previously in the exielortsslls the hese being Ohre addition do not have to �Iy with the overhang and solar heat gain went reap on'Rbb 60-2. AD new glass in the addglon must meet the requirement for we of the options In the glass pa cen/ge category You . The overhang ( OH) distasuebmeasuredperpendlsalarly from the lace of the glasstoapointdirectyundertth eoutermostedgetitheovrharng. 3. RENOVATIONS ONLY. Replacement glass needs to meetthe following Any genotype and solar heal gale coentrient maybe used tor glass areas wtdclr are under at least a 2-foot ovtadnmg and whose lowest edge doo not Mend further than 8 feet from the o . Glass areas being renovated that do not meet this criteria must be Other singie- pastinted, double -pane clear or double -pane tinted. 4. BUILDING SYSTEMS. Comply when now system Is Metalled for system lnsadbd. 5. Complete the Infatuation requested on the top half of page 1. 6 Read'Mbcimum Requirements for Snell Additions and Renovations," 66-3. and check ail applicable its. 7. Read. stguamtdate the '0 lAgenr cartelcation stataxandonpage1. 13 -D.38R FLORIDA BUILDING CODE - BUILDING UP TO 20°6 UP TO 30% UP TO 40% ? UP TO 50% Single Double Single Double Single 1 Double ! Single Double ( OHSHGC OH -SHGC 01-1-81-1GC OH -SHGC OH -SHGC OH -SHGC OFISHGC OH -SHGC ( 1' -.87 0' -.78 2' -.87 1'•.78 3' -.87 ( 2' -.78 4' -.87 3 -.78 0' -.75 1' -.75 0' -.61 2' -.75 1' -.61 3' -.75 2' -.61 0' -.57 1' -.57 0' -.44 2' -.57 1' -.44 s , 0' -.39 1' -.39 0' -.3O 0' -.35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .75, double clear SHGC= .86, and single 11nt SHOD = .64 TABLE 8C-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606. To be caulked, gasketed, weather - stripped or otherwise pled. Exterior Windows & Doors 608.1 Max. 0.3 ctm/sq.1L window area; .5 ctm/sq.fL door area. Sole & Top Plates 608.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 636.1 Type IC rated with no penetrations (taro alternatives allowed). Multistory Houses 606.1 Air barrier on perimeter of floor cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Combustion Heating 60.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. Water Heaters 612.1 Swimming Pools & Spas 612.1 Comply with efficiency requirements In Table 612.1.ABC.3.2. Switch or dearly marked circuit breaker electric or cutoff (gas) must be provided. External or bullt-In heat trap required for vertical pipe rises. Spas & heated pools must have covers (except solar heated). Noncommercial pads must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78%. Y WA- Hot Water Pipes Shower Heads 612.1 612.1 Insulation is required for hot water circulating systems (including heat recovery units). Water flow must be restricted to no more than 2.5 gallons per minute at 80 pstg. HVAC Duct Construction, Insulation & Installation 610.1 All duds, fittings, mechanical equipment and plenum chambers shall be mechanlcatyattadred, seated, insulated and installed fn accordance with the criteria of Section 810.1. Ducts In attics must be insulated to a minimum of R-8. HVAC Controls 807.1 Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: 1. On Table 60-1 Indicate the R -value of the insulation bang added to each component and the efficiency leads of the equipment Installed-Ail R- values and efficiencies installed must meet or maul the nhbtknum values listed. Co and equipment neither being added rare renovated may be left blank. 2. ADDII1ONNS ONLY. Dstennhrethe percentage of new glass to conditioned Swann in the addition astadays. Total the ewe of all glass windows, WAding glass doors and glass door panels. Double the area of all non erdral roof gds and add it tothe previous total When glass in existing exterior walls Is being removed or enclosed by the addltlan, an amount equal to the total area of this glass maybe subtracted from the total glass area. DMdeltre adjusted glass area total bythe conditioned floor area ate addition. Multiply byy0100�0 to get the ps'sat Find the largest glass percentage urciewhch your glass type calculated and overhang Ore gemhdmumoo roo8t nt a is�spe Actual f windows and previously in the exielortsslls the hese being Ohre addition do not have to �Iy with the overhang and solar heat gain went reap on'Rbb 60-2. AD new glass in the addglon must meet the requirement for we of the options In the glass pa cen/ge category You . The overhang ( OH) distasuebmeasuredperpendlsalarly from the lace of the glasstoapointdirectyundertth eoutermostedgetitheovrharng. 3. RENOVATIONS ONLY. Replacement glass needs to meetthe following Any genotype and solar heal gale coentrient maybe used tor glass areas wtdclr are under at least a 2-foot ovtadnmg and whose lowest edge doo not Mend further than 8 feet from the o . Glass areas being renovated that do not meet this criteria must be Other singie- pastinted, double -pane clear or double -pane tinted. 4. BUILDING SYSTEMS. Comply when now system Is Metalled for system lnsadbd. 5. Complete the Infatuation requested on the top half of page 1. 6 Read'Mbcimum Requirements for Snell Additions and Renovations," 66-3. and check ail applicable its. 7. Read. stguamtdate the '0 lAgenr cartelcation stataxandonpage1. 13 -D.38R FLORIDA BUILDING CODE - BUILDING • • •• •• • • • • • • • • • •• • • • • • • •• • • • • • ••• • • • • • • •• •• • • • • • • • • • ••• • • • • ••• WINDO2 v2 -21, Detailed Wind Loa ©eilgn.(Nlethod24 ISet:/ SGE 7 -02 Analysis by: Eusebio Mora Corlipan9 Namb!' • E.M.M&a-AFchitect Inc Description: Jennifer Bienstock - 275 Northeast 105 Street, Miami Shores, Fla. User input Data •• •, • Structure Type asic Wind Speed (V) Struc Category (I, II, III, or IV; Exposure (B, C, or D) c Nat Frequency (n1) ope of Roof Slope of Roof (Theta) ype of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) dth Perp. To Wind Dir (B) dth Paral. To Wind Dir (L) Building 146 • p m h•. 11 C 1 3.0 14.0 Hz :12 Deg Gabled 1 10.00 13.00 11.50 40.00 50.00 ft ft ft ft ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.29 Flexible Structure No • • • • • •••• • • • • 'Calculated Parameters` tritillarlsoi Factor 1 Humcane Prone Region (V >100 mph) Table 6 -2 Values 9.500 900.000 0.105 1.000 0.650 0.200 500.00 ft Epsilon = Zmin = 0.200 15.00 ft Gust Factor Category l: Rigid Structures - 'Simplified Method Gcpi Gust1 lFor rigid structures (Nat Freq > 1 Hz) use 0.85 � 851 Max - Gust Factor Category 11: Rigid °Structures - Complete Analysis 0.00 0.00 m Zmin 15.00 ft 0.18 Izm Cc * (33/z) "0.167 0.18 0.2281 Lzm I*(zm/33)"Epsilon " 427 ft Q (1/(1 +0.63 *((B +Ht) /Lzm) "0.63)) "0.5 �; >1 0,926 ' a Gust2 0. 925*(( 1+ 1.7*Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) r 00881 Gust Factor Summary lSince this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.851 Flu 6-5 Internal Pressure Coefficients for Buildinus. Gcal Condition Gcpi Max + Max - pen Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 nciosed Buildings 0.18 -0.18 nclosed Buildings 0.18 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 E.M.Mora- Architect Inc. 6/12/2008 Page No. 1 of 2 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • r•• • • • • ••• WINDO2 v2 -21 • •• • ••• • • Detailed Wind Load I tign (lVIethod•2) pbdASCE 7 -02 Figure 6 -11 - ExterMp�ressur'e CoeftkierW, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4 =_> •• • • • • •• • • • • a • 12W- • • • • • • 2 1 2 a as Gabled Roof 7 < Theta <= 45 I 4.00 ft Double Click on any data entry line to receive a help Screen Component Width (ft) Span (ft) Area (f A2) Zone GCp Mind Press (ibtftA2 Max Min Max Min Window A 6 4 24.00 4 0.93 -1.03 51.55 -56.18 0.00 0.00 0.00 0.00 0.00 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Niece Enterprises, Inc. Copyright 2006 E.M.Mora- Architect Inc. 6/12/2008 Page No. 2 of 2 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• APPENDIX 13-D FLORIDA ENERGY EFFICIENCY CODS FOilAJILDIN1 CONSTRUCTION FORM 600C-04R ResIdeitia:Uliged rippfibatonspesceriprerieihood C Small Additions, Renovations & Building Systems : ! ! • • • • • • • Compliance with Method C of Sub - Chapter 6 of the Florida Energy Efficiency Cole may badamonstrai debytheyse of Form 6daC 4 fota�dkions of 600 square feet or less, site-Installed components of manufactured homes, and renovations to single- and multiple -famly residences. Alternative methods are provided for addftions &r use of Form 60013-04 or 600A -04. SOUTH 0 I NAME: AND ADDRESS: k BUILDER: off••inr I: 4 P L 110. • CLIMATE ZONE: 7 8 JURISDICTION NO.: 9a� SMALL ADDITIONS TO EXISTING 1ESIDENCES (600 square test or less of conditioned area). Prescriptive requirements in Tables 6C-1, 60-2, and 60-3 apply only to the components of the addition, not to the endstng building. Space healing, cooling, and water heating equipment stridency levels must be met only when equipment is installed specifically to meths addition or Is being installed in =Junction with the addition oonshaeilon• Compote Wedding unconditioned spaces from conditional spares must meet the prescribed minimum insulatbn ievets RBdOtATiONS (Residential huildhngs undergoing renovations costing more than 30% of the assessed value of the building). Prescriptive requirements in fides 6C-1 and 6C-2 apply only to Lite components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Onty she - Installed components and features are covered by ibis form. BUILDING SYSTEMS Comply when complete new system is installed. 1. Renovation, Addition, New System or Manufactured Hare 2. Single - famlly detached or Multiple - family attached 3. If Multiple - family -No. of units covered by this submission 4. Conditioned floor area (sq. ft) 5. Predominant eave overhang (ft) 6. Glass type and area: a. Clear glass b. Tint, film or Solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R value) b. Adjacent 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R value) c. Marriage Walls of Multiple Units* (Yes/No) 10. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system` (Types: heat pump, elec. strip, natural gas, LP -gas, gas h.p., room or PTAC, existing, none) 13. Air distribution system* a. Backllow damper or single package systems* (Yes/No) b. Ducts on marriage walls adequately sealed* (Yes/No) 14. Hot water system: (Types: elec., natural gas, other, existing, none) * Pertains to manufactured homes with site - installed components. Please Print Wv 3. N A 4. 1 e r5 r 6. '.'-°o Single Pane Double Pane 6a. 24 sq. ft sq. ft 6b. "' sq. ft. sq. ft 7 17..3 % 8a R = V ' lin. ft. 8b. R = sq. ft. 80. R = sq. ft. 8d. R= sq.ft. 8e. R = sq. ft. 9a-1 R = 11 Sq ft. 9a-2 R = " sq. ft. 9b-1 R = sq. It 9b-2 R = " sq. ft. 90. -- 10a R sq.ft. 10b. R = al. ft. 11. Type: :,ill SEER/EER: 12. Type: L HSPF /COP /AFUE: 13a. 13b. 1 P 14. Type r EF: 9,2 CK I hereby certify tlst the plans and specifications covered by the calculation are In compliance wfth the Florida Energy Code. PREPARED BY: DATE: I hereby certify that th Is in OWNER AGENT: with the Florida Energy Code: DATE Review of plans and specifications covered by this calculation indhstes compliance with the Florida Energy Code. Before construction is completed, this building will be inspected for compliance In accordance with Section 553.908, F.S. BUILDING OFFICIAL: ATE FLORIDA BUILDING CODE -BUILDING 13 -D.37R APPENDIX 13-0 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • 0 • • • ••• • • • • ••• Climate Zones 7, 8, 9 TABLE 1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ARMORS (688 Sq. FL bad Leas)♦ itavi IOl4TO • • • •: COMPONENT MINIMUM • • INSULATION • INSULATION • • ip -r i Eo • • Concrete Block Frame, 2' x 4' Frame, 2' x 6' Common, Frame Common, Masonry Under Alto Single Assembly; Enclosed • Frame Gi Metal Pans U Single Assembly; Open Common, Frame 2 ii Slab-on-grade Raul Wood Raised Concrete Common, Frame In unconditioned space In conditioned space R-5 .124 • ••• R-11 R -19 R-11 R-3 • • • • • • ••• • • R-30 R-19 R-13 R-10 R-11 • • • •-• •• • • w No Minimum R-11 R -5 R -11 R-6 No minimum DRIONS ONLY • • • 7 - • • • • • • • • • • • • • Central NC -Split - Single Pkg. Room unit or PTAC •• •• MINIMUM EFFICIENCY SEER = 13.0* SEER =13.0* EER = 8.5' INSTALLED EFFICIENCY SEER= ini.?l SEER = EER = UP TO 40% • CI r� •i x w co ilectrlc llasietence Heat pumps Split *Single Pkg. ?4&n I& or PTHP Gas naturalorpropane Fuel01i ANY HSPF = 7.7. HSPF = 7.7' COP = 2.7' AFUE = .78 AFUE =.78 HSPF = HSPF = HSPF /COP = AFUE= AFUE= Double HO L WATER Electric Resistance Gas; natural or LP Fuel 011 EF =.92 EF = .59 EF =.54 EF = . CV. EF = EF= OH -SHGC *See Table 13.607.1.ABC.3.2 and 13.608.1.ABC.3.2 Maximum percentage glass to too area allowed is selected by type, overhang length, and solar heat gain coefficient Maximum % = Installed %_ (ri GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP TO 50% Single Double p Single Double Single Double Single Double OH -SHGC OH -SHGC { OH -SHGC OH -SHGC OH -SHGC OH-SHGC OH -SHGC OH-SHGC 1' -.87 0'- .75 0' -.78 2' -.87 1' -.75 0' -.57 l' -.78 0'- .61 3' -.87 2'- .75 1' -.57 0' -.39 2 -.78 1' -.61 0' -.44 4' -.87 3' -.75 2' -.57 1' -.39 0' -. 3' -.78 2' -.61 1' -.44 0' -.35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .75, double clear SHGC= .66, and single tint SHGC = .64 TABLE 6C-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 To be caulked, gasketed, weather- stripped or otherwise sealed. Exterior WindOWS & Doors 608.1 Max 0.3 cim/sq.ft. window area; .6 cfm/sq.ft door area. Sole & Top Plates 808.1 Sole plates and penetrations through top platen of exter or walls must be sealed. Recessed Lighting 606.1 Type IC rated with no penetrations (two altematives allowed). Multistory Houses 606.1 Air barrier on perhrreter of floor cavity between floors. Exhaust Fans 6061 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork Combustion Heating 806.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. Water Heaters 612.1 Swimming Poole & Spas 612.1 Comply with efltdency requirements in Table 612.1.ABC.3.2. Switch or clearly marked circult breaker electric or cutoff (gas) mud be provided. Edema! or bulit -In heat trap required for vertical pipe risers. Spas &hae heated pools a must have covers (except l efficiency solar heated). Noncommercial pods must have a pump timer. Gas spa & Hot Water Pipes Shower Heads 612.1 612.1 Insulation is required for hot water circulating systems (including heat recovery units). Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. HVAC Dud Construction, Insulation & Installation 610.1 All duds, linings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and Installed In accordance with the criteria of Section 610.1. Ducts in attics must be insulated to a minimum of R-6. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: 1. On Table 6C-1 indicatthe R -value of the ireulatlon big added to each component and the efficiency levels Mitre equipment installed. All R- values and efficiencies ireteged must meat or exceed the minivan vatust inted. Components and equipment neither being added nor renovated may to left blank. Double 2. AUaofi ONLY. roof fgl d add It to the previous total. When glass mc�ng exterior walls being removed enclosed by the windows, sliding rdass doots and addition, equal to the � area of this glass maybe subtracted fromthe total gds area. Divide the adjusted gds area total byte conditioned floor area of the addition. Multiply by 1021 to genre punt Find the hugest glass percentage under which your mdculated percentage falls on Table 6C-2 2tesmiptvas are Oen byte type of glass (single or double pane) and the overhang (OH) paired wit a solar heat gain coefficient . Fora given glass type walls of the house and being rehistalled M the addition do not have and overhang, the mhdrnum soles heat to comply with overhang and solar heat gate coefficient glass 0-2. windows l glass M the addition must meet the e requirement is one of the aptbtre In the glass percentage category you Whaled. The overhang (OH) distance is measured perpendioUady from ire face of the &ssto a pohddiretly under the outermost edge otthe overhang. 3. RBNOVATIO NS ONLY. Replacement glass needs to meetttatctowitg requirements. Any glass type and sow beat gain mention may be used for areas which are under at least a 2-foot overhang and whose Lowest edge does not extend further than 8 feet from the oaherg. Glass arm being renovated that do not meat this criteria must be either single-pane tinted, double -pane clear or double -pane tried. 4. BUILDING SYSTEM Comply when new system is Installed far system installed. 5. Complete the Information requested on tretop tat of page 1. 6 Read 'Mini mum Re uirenanteforSmall Additions and Renovations: 8C-3, and check ail applicable Mrs. 7. Read, algnand date the `Owner/Agenf'cetN alstatrn&itse nags 1. 13 -D.38R FLORIDA BUILDING CODE - BUILDING A • • •• •• • • • • • • • • • ••• • • • • • • • • ••• • • • ••• • • •• •• • • • • • • • • • ••• • • • • ••• APPENDIX 13-D FLORIDA ENERCfY EFFUENCY pa; EfQR BALpING cONSTRUCTiON FORM 800C-04R Realddntiai Limited Appitoatials Prescriptive Method C Small Additions, Renovations & Building • • • • • • • • • • nil SyataBta• • • • • • • ••., • Compliance m cur with Method and a Sub-Chapter ns to side- and multiple-faintly Y �fadences. apA a moth �p ova for adddfonss a oof Form 4 or square feet or Ins site -installed components of SOUTH , 8 PROJECT NAME: AND ADDRESS: OWNER: Jew BUILDER: P!RMIT'R pmt:NG ••. •t •• PIIRA,IT to CLIMATE ZONE: 7 j 8 JURISDICTION NO.: 9i i SMALL ADDITIONS TO EXISTING DENCES (600 square feet or less of conditioned area). Prescriptive requirements in Tables BC-1, 6C-2, and 6C-3 apply only tote components of the addition, not to the exlstng building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment Is Installed specifically to save the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from Conditioned spares must meet the prescribed attar= insulation levels. REVOCATIONS (Residential buildings undergoing renovations costing mom than 30% of the assessed value of the building). Prescriptive requirements In Tables 6C-1 and 6C -2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site - installed components and features are covered by this term. BUILDING SYSTEMS Comply when complete new system is Installed. 1. Renovation, Addition, New System or Manufactured Home 2. Single- family detached or Multiple- family attached 3. If Multiple - family --No. of units covered by this submission 4. Conditioned floor area (sq. ft) 5. Predominant eave overhang (ft) 6. Glass type and area: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and Insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units* (Yes/No) 10. Ceiling type and Insulation: a. Under attic (Insulation R- value) tr. Single assembly (Insulation R- value) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system* (Types: heat pump, elec. strip, natural gas, LP -gas, gas h.p., room or PTAC, existing, none) 13. Air distribution system* a. Bacdlow damper or single package systems* ( Yes/No) b. Ducts on marriage walls adequately sear* ( Yes/No) 14. Hot water system: (Types: elec., natural gas, other, existing, none) * Pertains to manufactured homes with site - installed components. Please Print 12.11{Mila° 3. 11//s, 4. 1I!3 �r 5 " 0 Single Pane Double Pane 6a. 2+4 sq. fL - sq. ft. 6b. Immlb sq• ft sq.ft 7. 12.3 % 8a 8b. 8c. 8d. R= lin. ft. R = sq. ft. R = sq. ft. R = sq.ft. R = - sq. ft. 9a-1 R 9a-2 R = 910-1 R= 9b-2 R = 90. 11(e sq.ft. sq. ft sq.ft. sq. ft. 10a. R= 30 19M sq.ft. 10b. R = sq. ft. 11. Type: SEERIEER: 12. Type: ELear S.112 'p HSPF /COP /AFUE: l 130. 13b. 14. Type % k EF: .91 CK I hereby certify that the plans and specifications covered by the calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE I hereby certify that this nil is 6h «,?; „• with the Florida Energy DATE IOINNEB AGENT FLORIDA BUILDING CODE - BUILDING Review of plans and specifications coveted by this calculation indicates compliance with the Florida Energy Code. Before construction Is completed, this building will be inspected for compliance in accordance with Section 553.908, F.S. BUILDING OFFICIAL: DATE 13 -D.37R d APPENDIX 13-D • • •• •• • • • • • • • • • •• • • • • • •• • • • • • • ••• • • • • • • •• •• • • • • • • • • • ••• • • • • ••• Climate Zones 7, 8, 9 -1: PRESg1IPTRIE REOUIREMENf3 FOR SMAiL ADDITIONS (500 Sq• Ft. and Less), RENOVATIONS TO E1D8TNG BUIDLINGS AND Silt- INSTALLED COMPONENTS OF MANUFACTURED HOMES COMPONENT MINIMUM • INSULATION • ; • ; • • INSULATION • • •,,,crf1� rn • • • • • • �EQ�OVnENT MINIMUM EFFICIENCY INSTALLED EFFICIENCY $ Concrete Block Frame, 2' x 4' Frame, 2' x 6' ! Common, Frame Common, Masonry •• R 5 R-11 4 R-19 R -11 R-3 Single .�.5• • • • •i • z 0 • • •I • • • antral I�C -Split Single Pkg. Room unit or PTAC • •. SEER =13.0` SEER =13 0` EER = 8.5* SEER = 1�3 p SEER = OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH-SHGC OH-SHGC 1' -.87 0' -.75 0' -.78 2'•.87 1' -.75 0' -.57 EER = • • • • • • F! U Under Attic Single Assembly Enclosed Frame Metal Pans Open CoCommon, Frame R-30 R-19 R-13 R-11 R-11 • • . • • • • • • •d • Resistance Hea!gpmp - Spot • - Single Pkg. Rrl� unit or PTHP Gas; natural or propane Fuel OD ANY F = 7.T HSPF = 7.7• COP = 2.7• AFUE = .78 AFUE =.78 HSPF = HSPF = ; • HSPF /COP = • • • • AFUE _ AFUE= 0 9, Slab -on Raised W� Raised Concrete Common, Frame No Minimum R-11 R-5 R-11 2 K $ Electric Resistance Gas; natural or LP Fuel Of EF = .92 EF =.58 EF =.54 EF = . elf. EF= F ' In unconditioned space In conditioned space R-6 No minimum EF = TABLE 6C-2 PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY * See Table 13- 807.1.ABC.32 and 13- 608.1.ABC.3.2 Maximum percentage glass to floor area allowed Is selected by type, overhang length, and solar heat gain coefficient Maximum % _ GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED Installed % = Get certified SHGC from the manufacturer or use defaults: Single clear SHGC =.75, double clear SHGC= .68, and single thtt SHGC =.64 TABLE 6C-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS Exterior Joints & Cracks 6061 To be caulked, gestated, weather - stripped or other sealed. Exterior Window's & Doom 606.1 Max. 0.3 dm/sq.ft. widow area; .6 cfm/sq.ft door area. Sole & Top Plates Redd Lighting Multistory Houses Exhaust Fans 6081 606.1 606.1 6061 Sole plates and penetrations through top plates of exterior walls must be sealed. Type IC rated with no penetrations (two alternatives allowed). Air barrier on perimeter of floor cavity between floors. Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. CHECK Combustion Heathy 8061 Combustion space and water heating systems must be provided wlth outside combustion alr, except for direct vent appliances. Water Heaters 612.1 Swimming Pools & Spas 612.1 Comply with efficiency requirements in Table 612.1.ABC.32. Switch or dearly marked crcub breaker electric or cutoff (gas) must be provided. External or bugt In heat trap required for vertical pipe risers. Spas & heated pools must have covers (except solar Treated). Noccotnmerdal pools must have a pump timer. Gas spa & pool hates must have minimum thermal efficiency of 78%. NA- GENERAL Hot Water Pipes Shaer Heads 612.1 612.1 Insulation Is required for hot water circulating systems Qnduding heat recovery units). Water flow must be restricted to no more than 2.5 gallons per minute at 80 pstg. V HVAC Duct Construction, insulation & Installation 610.1 All ducts, fittings, mechanical a ulpment and plenum chambers shall be mechanically attached, sealed, Insulated and Installed in accordance with the criteria of Seddon 610.1. Duds in attks must be Insulated to a minimum of R-8. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. DIREC110NS: 1. On Table 66-1 lml ate the R•value of the htsulatkm being added to each component and the Mildewy levels of the equipment installed. M R- values and efficiencies installed must ,nest or exceed the attributor' egos Ned. Components and equipment neither being added nor renovated may be left blank. 2. OAg percerdage of new giant, � floor atdatlnggete�rior removved or d by the addition equal to to iaarea d� glass Double anw of all nonvertical roof glass subtracted from the total glass area Di ddethe adjusted glass area total by the conditional floor area of the addition. MuOtpiy by 100 to get lite patent. Find the largest gds pementage under which your calculated percentage falls warble 60-2. Preacaiptvesare given bythe type of glass (single ordeabla pane) and the overhang (CH) pied will a solar hod gain coefficient (SHQG". for a given glass Dpe and the midmum solar h� gain coefficient allowed is specified. Actual glass windows and doors previously In the walls d the have and being rid In the addition do not halm to comply the overhang and solar heat d coefficient on'lable 6C-2. Aft near glass In the addition tenet meet the requitement for one of the options in the gds peaanoga category you . The overhang (OH) distance is measured perpendicularly from the face nt to glass to a paht directly ender the ou xonost edge dike overhang. 3. RENOVATIONS UNIX Represented glass creeds tomeettefollowing Any glass type and solar heat pin coefficient may be used for glees areas which oreunder etleasta2- footoverhang and whose lowest edge does not added further than 8 feet from the . Glass area bang renovated that do not meet this criteria must be either single -pane tinted, double-pane dear or double -pane tinted. 4. BUILDING SYSTEMS. Comply when new system I Metalled for system Walled. 5. Complete the Information requested on the top dell of page 1. 6 Read *Minimum Requirements for Small Additions and Renovations,* Table 6C-3. and c tleir all appgcable items. 7. Read, soh and date the item /Agar certification statement on page 1. 13 -D.38R FLORIDA BUILDING CODE - MUNRO UP TO 20% UP TO 30% UP TO 40% UP TO 50% Single Double Single Double Single Double Single Double OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH-SHGC OH-SHGC 1' -.87 0' -.75 0' -.78 2'•.87 1' -.75 0' -.57 1' -.78 0' -.61 3' -.87 2'-.75 1' -.57 0 -.39 2' -.78 1' -.61 D' -.44 4' -.87 3' -.75 2' -.57 1' -.39 0' -.30 3' -.78 2' -.61 1' -.44 0 -.35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC =.75, double clear SHGC= .68, and single thtt SHGC =.64 TABLE 6C-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS Exterior Joints & Cracks 6061 To be caulked, gestated, weather - stripped or other sealed. Exterior Window's & Doom 606.1 Max. 0.3 dm/sq.ft. widow area; .6 cfm/sq.ft door area. Sole & Top Plates Redd Lighting Multistory Houses Exhaust Fans 6081 606.1 606.1 6061 Sole plates and penetrations through top plates of exterior walls must be sealed. Type IC rated with no penetrations (two alternatives allowed). Air barrier on perimeter of floor cavity between floors. Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. CHECK Combustion Heathy 8061 Combustion space and water heating systems must be provided wlth outside combustion alr, except for direct vent appliances. Water Heaters 612.1 Swimming Pools & Spas 612.1 Comply with efficiency requirements in Table 612.1.ABC.32. Switch or dearly marked crcub breaker electric or cutoff (gas) must be provided. External or bugt In heat trap required for vertical pipe risers. Spas & heated pools must have covers (except solar Treated). Noccotnmerdal pools must have a pump timer. Gas spa & pool hates must have minimum thermal efficiency of 78%. NA- GENERAL Hot Water Pipes Shaer Heads 612.1 612.1 Insulation Is required for hot water circulating systems Qnduding heat recovery units). Water flow must be restricted to no more than 2.5 gallons per minute at 80 pstg. V HVAC Duct Construction, insulation & Installation 610.1 All ducts, fittings, mechanical a ulpment and plenum chambers shall be mechanically attached, sealed, Insulated and Installed in accordance with the criteria of Seddon 610.1. Duds in attks must be Insulated to a minimum of R-8. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. DIREC110NS: 1. On Table 66-1 lml ate the R•value of the htsulatkm being added to each component and the Mildewy levels of the equipment installed. M R- values and efficiencies installed must ,nest or exceed the attributor' egos Ned. Components and equipment neither being added nor renovated may be left blank. 2. OAg percerdage of new giant, � floor atdatlnggete�rior removved or d by the addition equal to to iaarea d� glass Double anw of all nonvertical roof glass subtracted from the total glass area Di ddethe adjusted glass area total by the conditional floor area of the addition. MuOtpiy by 100 to get lite patent. Find the largest gds pementage under which your calculated percentage falls warble 60-2. Preacaiptvesare given bythe type of glass (single ordeabla pane) and the overhang (CH) pied will a solar hod gain coefficient (SHQG". for a given glass Dpe and the midmum solar h� gain coefficient allowed is specified. Actual glass windows and doors previously In the walls d the have and being rid In the addition do not halm to comply the overhang and solar heat d coefficient on'lable 6C-2. Aft near glass In the addition tenet meet the requitement for one of the options in the gds peaanoga category you . The overhang (OH) distance is measured perpendicularly from the face nt to glass to a paht directly ender the ou xonost edge dike overhang. 3. RENOVATIONS UNIX Represented glass creeds tomeettefollowing Any glass type and solar heat pin coefficient may be used for glees areas which oreunder etleasta2- footoverhang and whose lowest edge does not added further than 8 feet from the . Glass area bang renovated that do not meet this criteria must be either single -pane tinted, double-pane dear or double -pane tinted. 4. BUILDING SYSTEMS. Comply when new system I Metalled for system Walled. 5. Complete the Information requested on the top dell of page 1. 6 Read *Minimum Requirements for Small Additions and Renovations,* Table 6C-3. and c tleir all appgcable items. 7. Read, soh and date the item /Agar certification statement on page 1. 13 -D.38R FLORIDA BUILDING CODE - MUNRO • • •• •• • • • • • • • • • ••• • • • • • • • • ••• • • • ••• • • • ••• •• •• • • • • • • • • • • • ••• WINDO2 v2 -21 Detailed Wind Load...gn (J tdod2).p�r ASCE 7 -02 • • • • • • • • • • - • • Analysis by: Eusebio Mora Comriany'Name1°. 'E.M.Moi'a- Architect Inc. Description: Jennifer Bienstock - 275 Northeast 105 Street, Miami Shores, Fla. Structure Type User input Data Building (1/) 146 II, III, or IV 11 or D) C (n1) 1 3.0 (Theta) 14.0 Gabled Factor) 1 t) 10.00 Ht) 13.00 (Ht) 11.50 Wind Dir (B) 40.00 Wind Dir L 50.00 Basic Wind Speed Struc Category (I Exposure (B, C, Struc Nat Frequency Slope of Roof Slope of Roof (T Type of Roof Kd (Directonality Eave Height (Eh Ridge Height (R Mean Roof Height Width Perp. To Width Paral. To (L) •• • •• mph Hz :12 Deg ft ft ft ft ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.29 Flexible Structure No • • • •• • • •■• •• • • • • • • • • Icutated Parameters rtance 1 1 1 HurriLne Prone Region (1f>100 mph) frrp® actor Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt= 1.000 Bm = 0.650 Cc = 0.200 1= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Gust Factor Category t: Rigid' Structures - Simplifiied Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Max - Gust Factor Category 11: Rigid Structures - Complete Analysis 0.00 Zm Zmin 15.00 ft Izm Cc * (33Iz) ^0.167 0.2281 closed Buildings Lzm I *(zm/33) "Epsilon 427.06 ft Q (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63))^0.5 0.9260 Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8861 Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 Fla 6 -5 Internal Pressure Coefficients for Buildings. Gcpi Condition Gc I Max + Max - pen Buildings 0.00 0.00 artially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 closed Buildings 0.18 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 E.M.Mora- Architect Inc. 6/12/2008 Page No. 1 of 2 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• WINDO2 v2 -21 • •• • ••• • • Detailed Wind Load:Dbsign (M ttyod2)•per�SCE 7 -02 Figure 6 -11 - Extertral:P�ess*ti,e Coefft Jere GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4 =_> Double Click on •• • • • • •• • • • • •• • •r • -w 2 • •y • • • • • • • 2 1 2 • 1.:a11 • , N ••t •• a a a Gabled Roof 7 <Theta < =45 4.00 if ny data emir line to receive a help Screen Component Width (ft) Span (ft) Area (ft"2) Zone GCp Nind Press (Ib/ftAZ Max Min Max Min Window A 6 24_ 11 4 0.93 -1.03 51.55 -56.18 0.00 0.00 0.00 0.00 0.00 0.00 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. 6/12/2008 Developed by Meca Enterprises, Inc. Copyright 2006 E.M.Mora- Architect Inc. �7 �'2 ��/ Page No. 2 of 2 U.S. DEPA-MENT OF HOMELAND SECURITY ELEVATJON CERTIFJCATE Federd Eme gency Management Agency • • • • • • • • National Flood Insurance Program Important: Read the in$fr coons *gas 1 -8. lb Al. Building Owner's Name JENNIFER BIENSTOCK Ilk AA" OMB No. 1660 -0008 Expires February 28. 2009 SECTION A - PROPERTY INFORMATION ORDER NO. 0802 -45 • •• • ••• • • A2. Building Street Address (including Apt., Unit, Suite, an 275 NE 105 ST City MIAMI SHORES State FL ZIP Code 33138 • • • • • • • • • d/or Bldc,..�lo.)or P.O� Roane and ISotsNo.• • • • • • • • • • • For Insurance Company Use: Policy Number Company NAIL Number • • r•• • • • A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 1 & 2, BLOCK 14, FIRST ADD TO PASADENA PARK, PI•A'1•B(=OI 6»P%GP.'l • • • • • • ••• • • • • •• • A4. Building Use (e.g., Residential, Non - Residential, Addition, ilccess�,ryyete.l •Rf3+SIBEIlIT�AL. • • A5, Latitude/Longitude: Lat. N 25 52' Long, W80 11' Horizontal Datum; ® NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) WA sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b sq in A9. For a building with an attached garage, provide: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade jA c) Total net area of flood openings in A9.b N19 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES ,VILLAGES OF 120652 B2. County Name MIAMI -DADE B3. State FL B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Rood BR Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025C0 93 J 7-17-95 3-2-94 X N/A B10. Indleate the source of the Base Flood Elevation (BFE) data or base flood depth entered In It rn 59. ❑ FIS Profile .� FIRM ❑ Community Determined ❑ Other (Describe) 511. Indicate elevation datum used for BFE in Item B9: i+ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ►_+No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized N -397 -R Vertical Datum NGVD Conversion/Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) c) d) e) 1) 9) Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) Check the measurement used. 11P2 _+ feet WA. ❑ feet N/A. ❑ feet 1i.g2 feet 11.09 ® feet 10.8 11.1 ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifier's Name LAWRENCE E POWERS License Number 5505 Title PROFESSIONAL LAND SURVEYOR Company Name LAWRENCE E POWERS Address 1508 BAY RD,STE N1003 City MIAMI BEACH Signature OP State FL ZIP Code 33139 Date 03 -03 -08 Telephone 305- 227 -6967 FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the correspondirt 'ipf+a'niat�iortfremw.eotIn V Building Street Address (including Apt, Unit, Suite, and/or Bldg. lo.) or5'.O.:Fl our end oz N:. 275NE105ST • • ••• • • • • ••• City MIAMI SHORES State FL ZIP Code 33138 For Insurance Company Use: Policy Number Company NAIC Number SECTION D - SURVEYOR, EMP N6n, OR•ARCriI iECT CUTrICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) communittioffciai ( :) insurance �genticoripaihy,'n4 (3) building owner. • • ..• • • Comments C.O.R 11.122 FT A/C ELEVATION 11.09 FT ••• • • • •• ••• •• • • • • • • • OOOOOO •. Signature • • • • D2lte •030308+• • ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, 8, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is 0 feet 0 meters 0 above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG, E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet 0 meters 0 above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIF'Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. 01. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community - issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued 06. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: � feet ❑ meters (PR) Datum 09. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Community Name Signature Comments Title Telephone Date fl Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions fr--t DAVID A. DACQUISTO, AICP PLANNING & ZONING DIRECTOR Marni SIiore$ Vd/ctr DEVELOPMENT ORDER 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 File Number: PZ -4 -08- 200875 Property Address: 275 NE 105th Street Applicant: Jennifer Bienstock (Owner) Address: 275 NE 105th Street Miami Shores FL JUL 17 2000 Q6'11 S Whereas, the applicant Jennifer Bienstock (Owner) has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Special Approvals, Sec. 600: Sec. 523. Site plan approval, Garage conversion. Whereas, a public hearing was held on May 22 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Applicant to secure DERM approval for the proposed bathroom. 2) Applicant to obtain all required building permits before beginning work. 3) Applicant to meet all applicable code provisions at the time of permitting. 4) Applicant to create a landscape strip of not less than five (5) feet between any point on the residence and the driveway pavement. 5) Applicant to complete a covenant in the form of a "Declaration of Use" assuring the property is used only for a single family purpose, record the covenant and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official. 6) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development Page 1 of 2 order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 22 °d day of May, 2008 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Powell Absent Mr. Reese Yes Mr. Sastre Yes Chairman Fernandez Absent Date ert Abramitis Vice - Chair, Planning Board Page 2 of 2 DEVELOPMENT ORDER File Number: PZ -4 -08- 200875 Property Address: 275 NE 105th Street Applicant: Jennifer Bienstock (Owner) Address: 275 NE 105th Street Miami Shores FL Whereas, the applicant Jennifer Bienstock (Owner) has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Special Approvals, Sec. 600: Sec. 523. Site plan approval, Garage conversion. Whereas, a public hearing was held on May 22 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Applicant to secure DERM approval for the proposed bathroom. 2) Applicant to obtain all required building permits before beginning work. 3) Applicant to meet all applicable code provisions at the time of permitting. 4) Applicant to create a Landscape strip of not less than five (5) feet between any point on the residence and the driveway pavement. 5) Applicant to complete a covenant in the form of a "Declaration of Use" assuring the property is used only for a single family purpose, record the covenant and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official. 6) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development Page 1 of 2 order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 22nd day of May, 2008 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Powell Absent Mr. Reese Yes Mr. Sastre Yes Chairman Fernandez Absent Date Robert Abramitis Vice - Chair, Planning Board Page 2 of 2 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 • :*:** Pennit NO. RC-6-08-1185 Issue Date: Not Issued Ortatfuttio Expires:Not issued Folio Number:1122310130520 Owner's Name: JENNIFER BIENSTOCK Job Address: 275 105 Street Miami Shores, FL 33138- Owner's Phone: Total Square Feet: 290 Total Job Valuation: $ 16,000.00 Contractor(s) Phone Primary Contractor x • e x • x • x +S+ x x. x • x x x x x x x • x 9x, x • x • x Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 7/2/2008 : Yes Comments: SEE DEVELOPMENT ORDER FOR CONDITIONS Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; DATE: °l 2 3 0 g 1, contractor ❑ Owner ❑ Architect Picks ed np 2 sets of plans and (other) Address: gC) 6c7c- I 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 Departm- . ontinue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: q 4121 4Q 9 :1-c040( ow.tw ).t- PERMIT CLEARK INITIAL: S-17 a -°R Job Address: Contractor: BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 3313B -23B2 TELEPHONE: (305) 795 -2204 FAX: (305) 756•8972 Review Comments for Mechanical Processor Permit No: Phone No: q1,2 jf.Reviewer: Date: Only the items preceded by an (x) must be corrected. ( ) I Need HVAC design schedule Miami Dade County Chapter 8. ( ) 2 No combustible in plenums. FBC -M 602.2.1. ( ) 3 Auxiliary and secondary drain systems required. FBC -M 307,2.3. ( ) 4 Air handler shall be mechanically attached to air system. FBC -M 603.7. ( ) 5 Equipment on roof over 16' require permanent access. FBC -M 603.5 ( ) 6 Need balanced return air. FBC -M 601.4. ( ) 7 Provide return air in bedroom and I" undercut door. FBC -M 601.4. ( ) 8 Bathroom shall have window (3 square feet) or be mechanically ventilated. FBC -M 402.3.1. ( ) 9 Condensate drain need to be 3/4 "in diameter larger. FBC -M 307.2.2. ( ) 10 Air handling units in attics must meet all the requirements of (show Notice to Homeowner) FBC -M 306.3. ( ) I I Dryer vent shall not be longer than 25'. FBC -M 504.6. if not provide manufacturer's spec of dryer. ( ) 12 Outside air intake shall not be located closer than 10' from any hazardous or noxious contaminant. FBC -M 401.5. ( ) 13 Outside air required. FBC -M 403.2 ( ) 14 Smoke detector required in system greater than 2000 C.F.M. FBC -M 606. ( ) 15 Fire damper required. FBC -M 607.1.2. ( ) 16 Mechanical equipment shall be designed and installed to resist wind pressures. FBC -M 301.13. ( ) 17 Appliance must be protected from damage. FBC -M 303.4. ( ) 20 Guards shall be provided to equipment located within 10' of edge of roof. FBC -M 304.10 ( ) 21 Miami Dade Fire approval for kitchen hoods and fire system required. Miami Dade Fire ( ) 22 Heat Load calculations required Miami Dade County Chapter 8 & FBC -M 312.1 ( ) 23 Energy calculations Miami Dade County Chapter 8 & FBC -M 312.1 ( ) 24 Other 1--c7 ti.z2 FE NpkJ t-r-E 1-12 coragErlok Comment Sheet Mechanical Page of 07/04R1.0 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; fe.1 X$' 11n DATE: g ontractor ❑ Owner ❑ Archi 'eked up 2 sets of plans and (other Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I uncle e plans need to be brought back to Miami Shores Village Building i epartment to Acknowledged b permitting pro ss. PERMIT CLEARK INITIAL: RESUBMITTED DATE: Ii` PERMIT CLEARK INITIAL: 015 Miami Shores Village Building Department .E 27nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET 011"-(0 /4 fe_ge r�4) 4,4,ef 64-e ige.,tel (g) I-- /4 4-1 /3-4ae Ae Ride/ .44 f 49--lopsocze,_Q Etaile j . 14g S ,4AW isrkper /SO Vi r I41/ . 44 ft4r1i / fin. Medi9,ee[f�lJt 7 & e er/Le e:4.e, ,41-, A60" A4ur 1"L) p_eue,z6----0, 4 » l WA-Ai /I 101l1 ea.v-e, Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 1430 } Job Address: BUILDING DEPARTMENT . Ibo5o N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -23132 TELEPHONE: (305) 795 -2204 FAX: (305) 756 -8972 Review Comments for Mechanical Processor Permit No: Contractor: Phone No: (6 1[5Reviewer: (� Date: c21, Only the items preceded by an (x) must be corrected. p130r ) I Need HVAC design schedule Miami Dade County Chapter 8. 2 No combustible in plenums. FBC -M 602.2.1. 3 Auxiliary and secondary drain systems required. FBC -M 307.2.3. ) 4 Air handler shall be mechanically attached to air system. FBC -M 603.7. ) 5 Equipment on roof over 16' require permanent access. FBC -M 603.5 6 Need balanced return air. FBC -M 601.4. 7 Provide return air in bedroom and I" undercut door. FBC -M 601.4. ) 8 Bathroom shall have window (3 square feet) or be mechanically ventilated. FBC -M 402.3.1. ) 9 Condensate drain need to be 3/4 "in diameter larger. FBC -M 307.2.2. 10 Air handling units in attics must meet all the requirements of (show Notice to Homeowner) FBC -M 306.3. I I Dryer vent shall not be longer than 25'. FBC -M 504.6. if not provide manufacturer's spec of dryer. 12 Outside air intake shall not be located closer than 10' from any hazardous or noxious contaminant. FBC -M 401.5. 13 Outside air required. FBC -M 403.2 ) 14 Smoke detector required in system greater than 2000 C.F.M. FBC -M 606. 15 Fire damper required. FBC -M 607.1.2. 16 Mechanical equipment shall be designed and installed to resist wind pressures. FBC -M 301.13. ) 17 Appliance must be protected from damage. FBC -M 303.4. 20 Guards shall be provided to equipment located within 10' of edge of roof. FBC -M 304.10 ) 21 Miami Dade Fire approval for kitchen hoods and fire system required. Miami Dade Fire ) 22 Heat Load calculations required Miami Dade County Chapter 8 & FBC -M 312.1 23 Energy calculations Miami Dade County Chapter 8 & FBC -M 312.1 ) 24 Other Q'toe* 't-c7 R9;6rww�rPod` Comment Sheet Mechanical Page of 07/04R1.0 07/15/2008 10:25 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Z001 ** **************xc**** *** TX REPORT *** ***********sk*****x *** TRANSMISSION OK TX /R% NO 2336 RECIPIENT ADDRESS 93056682226 DESTINATION ID ST. TIME 07/15 10:25 TIME USE 00'43 PAGES SENT 2 RESULT OK Miami Shores Village Building Department 110050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET ) //t !e e4 lefe.,c rig ��c4,�,� /c'4 d 0 19 A 4) & A fte ro Ae C Eram / 7Ljj 5 A.01 /, -B71' 34 We P/.-6ti4 i.(,-7 ? -00 (../ 1;<-1 `) rc.. ,r)--C /»4c7 " g1-9,-24 e f I r) g 4, z 40' yr' t Arolov D te.i) izt .,0,il zl-C,, taih.e. i.ti 1 etziii0 Az/ Qizfri4V-efe9 47 ii,i-6- ft-C "- e (i) -24,0-7x-etoi- inedAvic`a_,/ eze ereie 6.4-(7, ., i ( 4 --,t) di ,A-tieri//07 .244 / r A /Jic47/ .S A—' '?.4L //141ir ip "Ai 1 11 / 12 c'2O. '4 C.,o Ai 104 're 1IftS1ISXORES VILLA GE 10050 NE 2 AVE, Miami Shores, F133138 305- 795 -2204 Fax 305- 756 -8972 INFORMATION GARAGE CONVERSION • Approval from Planning and Zoning Board First • Permit application • 2 copies of plans signed and sealed by professional engineer. I/ • 2 copies of product approvals for windows and or any exterior doors. • Electrical application with qualified contractor • Plumbing application with qualified contractor if adding a bathroom or remodeling it. • Elevation certificate signed and sealed. Cl • If owner is doing the job need Owner Builder Disclosure (only for building permit) Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit NO. RC-6-08-1185) Issue Date: Not Issued Expires:Not issued Folio Number:1122310130520 Owner's Name: JENNIFER BIENSTOCK Job Address: 275 105 Street NE Miami Shores, FL 33138- Owner's Phone: Total Square Feet: 290 Total Job Valuation: $ 16,000.00 ....... .......... ......... ........ ...... . ..... ................ .... ............... Contractor(s) Phone Primary Contractor Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 7/2/2008 : Yes Comments: SEE DEVELOPMENT ORDER FOR CONDITIONS Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name ► f !JS Date . BUILDING CRITIQUE SHEET Creak) 73 -ec cue( in-, 4e 441 au r � _ J'2is 1h. AlAui . _. , c / ►0.� -r friciecioc / /1'7 3''r-67/2t s. ca --ems Reviewer: Claudio Grande C.B.O 305 -795 -2204 Ext 1430 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. o8" /IS$' Job Name 143.110 cb Date /72-2110 STRUCTURAL CRITIQUE SHEET �./ 110;Z94 log Ct Ca /c 4re l ke, per ASci ?- 05' /110/02.• ,4evl se per f"19. (a ; ccJ) . Check. Ga�a�z - f'1e5o' NOAis. 2.5 741f t 5 36. 44351 (4 Permit No: 02- f/i Job Name: /a ,, 7 , 2009 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 0 5 ? ?C1crr/IA / /1/oyq,docoa,( ,s it c...Adel- C3 / C'Bi t /[L. /i! t4. bu. 4.GG.i 440* ft-- 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 PERMIT #: lVliami Shores Viiiage Building Department RECEIPT DATE: 10 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 I, NContractor "Owner ❑ Architect.... �. �� 1 Pick up 2 sets of plans and {other ytd * I 1 Address: -10s 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 continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: 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 BUILDING PERMIT APPLICATION FBC 20 APR 0 P `'Mg a; Permit No. Master Permit No. 12- G 6 _ l ( Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) la f 1 61 6-115'4 d Phone # VC. — 24 7 —e- 2 2 Owner's Address /2,7-1C- 1\1 E t O S- 3 r}- m i ot m ,S11,0y Zip 331 .5g City State 01 Pr- Tenant/Lessee Name Email 3 C,ID I e 6') a.oQ.(,D Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # County Miami -Dade Zip YES NO Flood Zone Contractor's Company Name .S pe_c-i 12tci Co acr}\L c-4-1 o,.% Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone E -mail - 1ecrb '- 2S/ —C69/ Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ `S Square / Linear Footage Of Work: Type of Work: ['Addition ❑Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: W ! rvd o w S } e cal. « j e ci - VIe-vJ vt' . (191,0 (Ai S 4y k. 0. GIAA.1 ****** ** * *** ** * *** ** * * * *** * ** * ** ** *** Fees************* * ** ** * ****** * * * * * ** ** * * * * *** * ** C] Submittal Fee $ Permit Fee $ Notary $ Scanning $ q ° 0 Double Fee $ CCF $ CO /CC $ Training/Education Fee $ Radon $ DPBR $ Technology Fee $ Bond $ Violation date: �� Structural Review. $ Total Fee Now Due $ 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, P LUMBING, 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 issu n t . 'sence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature /K ° v Signature d Owner or Agent Co w actor The foreg . h° g i ° trumentt�was ac no�wll�e d�bbeefor e this The foregoing instrument was acknowledged before me this S day o _ � , 20 tom/, by Cpl N t`I. l/�/ UlfIg y of MN L , 20 /0, by pilz,Gb ( %. who is personally known to me or who has produced who is personally known to me or who has produced PL r 0 as identification and who did take an oath. As identification and who did take an oath. My Commission Expires: 4 ry � .0 1 -J °,1‘, O.oG Sign: .�- NOTARY PUBLIC: 4;�ame:rr e'er "it14 ° Print: y Commission Expires: ** *, ******************************** * * * * ******* * ** ** *x * ** ** * *** * ***** ******* *, ter *** ** ** * * ** * *** * *** ** *** *** APPROVED BY 7� Plans Examiner Zoning Engineer Clerk checked • (Revised 07 /10 /07)(Revised 06/10/2009) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 157116 Permit Number: MC -10 -09 -1686 Scheduled Inspection Date: March 14, 2011 Inspector: Perez, JanPierre Owner: BIENSTOCK, JENNIFER Job Address: 275 NE 105 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ALFRESCO AIR INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1122310130520 Phone: (305)541 -3827 Building Department Comments DUCT SUPPLY TO NEW ADDITION AND BATH EXHAUST 3l 1 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- 127061. March 11, 2011 For Inspections please call: (305)762 -4949 Page 29 of 42 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 275 105 Street Miami Shores, FL 33138- 1122310130520 Block: Lot: JENNIFER BIENSTOC K Owner Information JENNIFER BIENSTOCK Address 275 NE 105 ST MIAMI SHORES FL 33138 -2023 Phone Cell Contractor(s) ALFRESCO AIR INC Phone Cell Phone (305)541 -3827 (305)218 -1798 Valuation: Total Sq Feet: Tons: Additional Info: MECHANICAL Classification: Residential Approved: In Review Comments: Date Denied: Date Approved: : In Review Type of Work: Fees Due CCF DBPR Surcharge Education Surcharge Permit Fee - Additions/Alterations Permit Technology Fee Radon Surcharge Scanning Fee Technology Fee Total: Amount $0.60 $1.45 $0.20 $150.00 $0.00 $1.45 $3.00 $0.80 $157.50 Invoice # Total Amt Paid Amt Due MC -10-09 -36149 $ 157.50 $ 157.50 $ 0.00 $ 1,000.00 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Ventilation Final Hood Rough Duct Underground 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. Authorized Signature: Owner / Applicant Building Department Copy / Contractor / Agent January 28, 2010 Date January 28, 2010 1 OSQkCTc»» 1440 OMOili HA. 12S, cot oc VW 14 Ut(t .. r4 lao BUILDING PERMIT APPLICATION FBC 20 Permit Type: MECHANICAL 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 ECE ED JAN '' 7 2010 d Permit No, Master Permit No.( G 6 L'! d B sA- Owner's Name (Fee Simple Titleholders /YA,1 /2 , /6 -i9 /fac'l -Phone Owner's Address 1 7e- /y /OS' .S 7 City Tenant/Lessee Name. Email Zip - '.7 /0 6 Job Address (where the work is being done City Miami Shores Villa e FOLIO / PARCEL # Is Building Historically Designated YES Phone # 2 75" IL-tic /c2 5 5`,"-- County Miami -Dade Zip NO Flood Zone Contractor's Company Name Gi7e0".5' CQ /% //1 /�e..- Phone # (-.(j7 • /cr / 7 Qf Contractor's Address / 9 5/ 2 A/ C,, , ' 2 S City S to e- 44(5 /m-- Zip Registration No. %�� / Qualifier Name / Z Phone # ) S Z. / / 714-q v - State Certificate or R Certi ate of Competency No. Contact Phone .31* Z./ e/-7 7 6 E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 706, Type of Work: ['Addition ❑Alteration Square / Linear Footage Of Work: ['New ❑ Repair/Replace Describe Work: POC pie / S //=°G, y ❑ Demolition *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Notary $ Scanning $ Double Fee $ 1 * * ** ees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Training/Education Fee $ 0" 20 ! Radon $ t • // "4S' DPBR $ • 4S CCF $ CO /CC $ Technology Fee $ ®• U0 Bond $ Violation date: Structural Review. $ Total Fee Now Due $ 151 J) O See Reverse side —> fr Bonding Company's Name (if applicable) Bonding Company's Address City State Zi a. 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 0 er or Agent Contractor The foregoing instrument was acknowledged before me this ( _ The foregoing instrument was acknowledged before met day of -SPV0.40`I, 2ORR , by 3-cr -tVt t(4t -rL BIENV day of 1 t t / , 20 /d , by V.c /% �C- i who is personally known to me or who has produced 8 4 who . personally .o own to me or who has produced (. As identification and who did take an oath. A 4/b OG0 vrvw Is identification and who did take an oath. NOTARY P : LIC: \\\`��t►►uciu►►u0,�� Sign: e _'•o °r,�"°^ =cam` ./. Print: = rz-4.:<:„...... •�<1..-e- . - �y m My Commission Expires: . .0 , APPROVE1.BY NOT :._ PUBLIC: Sig P My Commission Expires: 7//3 20/.2 NOTARY PUBLIC -STATE OF FLORIDA Angela I. Gonzalez �< � Sion #00792161 v****************** � . ;, •' pvr`. �f't{"I�milk* Plans 4xaminer Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Esal: Dl7anATl+ANTfCBONDINGCO.,INC. Zoning Clerk checked ,Ian 106 10 05:30p CERTIFICATE PC 1 A Bt [ `TY INSURANCE DA7E(MM/D01YV) 01/00/10 A+CC>I2L? 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 TH . OVERAGE AFFORDED BY THE POLIC ES BELOW. p.1 PRODUCER Pinnacle Insurance Croup Inc. 2025 S.W. 27th Ave, Suite 100 Mlaml, FL 33133 Phone (305) 8549898 INSURED Alfresco Air, Inc. 1442 NW 2nd St Miami, FL 33125 COVERAGES Fax (305)854-9899 INSURERS AFFORDING COVERAGE NAIC # INSURER AI Accident Insurance Company INSURER B: Aequikep Insurance Company INSURER C: INSURER D: INSURER E: INSURER F: THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED 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 13E ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POUCICS DCSCRI9I D HEREIN IS SUBJECT TO ALL THE_ TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR NRRD TYPE OF INSURANCE POLICY NUMBER POLICY MIOOYrv1E LTR INSRO Dare WOO B GENERAL LIABILITY [, COMMCRCIAL GENERAL LIABILITY 11..1 CLAIMS MADE © OCCUR 0 $500 deductibles 0 per claim GEN'L AGGREGATE LIMIT APPLIES PER ❑ POLICY ❑ PROJECT L, LOC AUTOMOBILE LIABILITY ❑ ANY AUTO 1� 1 ALL OWNED AUTOS 1� SCHEDULED AUTOS HIRED AUTO I.. NON OWNED AUTOS II B AGL$47$4 GARAGE LIABILITY El. ANY AUTO EXCE$SiUMBRELL4 LIABILITY ❑ OCCUR L CLAIMS MADE 1J DEDUCTIBLE ❑ RETENTION 5 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER 1 EXECUTIVE OFFICER /MEMBER MEMBER EXCLUDED? If yea, describe under SPECIAL PROVISIONS below OTHER POLICY EXPIRATION DATESMMIDDIYY) 09/23/09 09/23/10 WC-07079202 LIMITS OCCURRENCE AMA E • RENTED I±FttMISF.$JE occurence) MED EXP (Anyone person) PERSONAL & ADV INJURY GENERAL AGGREGATE 1,000,000 100,000 5,000 1,000,000 2,000,000 PRODUCTS • COMP/OP AGG 1,000,000 COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person BODILY INJURY (Per accident) PROPERTY DAMAGE Per accident) AUTO ONLY - EA ACCIDENT 09/23/09 OTHER THAN EA ACC AUTO ONLY AGO EACH OCCURRENCE AGGREGATE 09/23/10 ❑ WCSTATU- 1 I OTH- ORY LIMITS ER EL EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Air Conditioning Contractor CERTIFICATE HOLDER Miami Shores Village 10050 NE 2nd Ave Miami Shores, FL 33138 Fax:(305)75G -8972 ACORD 25 (2001/08) OF 1,000,000 1,000,000 1,000,000 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POUCIE$ 8E CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVQR TO MAR, 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE N • •'BLIOATION OR L.IAOILITT OF ANY KIND UPON THE I R. ITS AGENTS OR - Sy TIVES. /r./ `17/ ® AUTHORIZED REPRESENT Marcia C. Alvarez /WORD CORPORATION 1 ; 8 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: Mechanical r,._ Owner's Name (Fee Simple Titleholder) jeflYt Owner's Address 1 7 Cr_ S'+-- State City J /01444 Permit No. Master Permit No. RCUC AF5 Zip Phone# %° a‘ —e j313k Tenant/Lessee Name -°° Phone # E- MAIL: Job Address (where the work is being done) N 'Cc— (c°S f City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES Zip 3 t �✓ NO Contractor's Company Name , > 6 j19E4 01W r 64'6 Phone # (c0tiL2LFT P--?/�� Contractor's Address 5-9t� City /07 .1 ,11 ,' State r Zip 33/73 Qualifier Name .7e-lief nreNoefni Phone # 0,675') 2:79- 9/46 State Certificate or Registration No. c/-, / 0/ 4/VW Certificate of Competency No. 4, E -MAIL: , / ,veL:> ,,?7. 624,../.2a' >7� .41t'7e Architect/Engineer's Name (if applicable) Phone # Value of Work For this PP -mit $ Type of Work: Describe Work: Addition ❑ Alter ation Square / Linear Footage Of Work: ❑New ❑ Repair /Replace ❑ Demolition xxxxxxxxxxxxxxxxaaaY rx'' xxxxxxxxxxxxxxxxxx *Feesxxxxxxxr. Submittal Fee $ Permit Fee $ 1 Sa0O Notary $ Scanning $3.00 Radon $ Bond $ Training /Education Fee 5 Structural Review. $ 0• (90 Code Enforcement $ DPBR $ x x x x x xxxxxxxxxxxxx* x x WY. x x* x xxW CCF $ MOO CO /CC Technology Fee $ O g) Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side --> \&L)S 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 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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. Zip Signaturev • Owner or Agent The foregoing instrument was acknowledged before me this day of 15, 204_, by grAklAit � fi 8 who is personally known to me or who has produced As identification and w ,,,,, UNNEfEM.ROUSSEAU ,�4 vpP<c MY COMMISSION # OD 664235 S* .4. EXPIRES: June 11, Bonded ThN Notary Public Underwriters My Commission Expires: \'11° 11 xxxxxxxx 4exxieie4rieo **i:xxxxxx aYxxxxx APPLICATION APPROVED BY: (Revised 02 /08/06) x*%. ww www **&'xxxx'x Signature r/ The fore '.oi iii day of Li 6' Contrac Vitent s was acknowledged before me this GG 20 h, Vi v1r{ tSknown to me or by who has uced who is personally as identification and who did take NOTARY PUBLIC Sig Print: ;�. UNNETTE M. ROUSSEAU MY COMMISSION # DD 684235 t � � EXPIRES: O 0- Bond d Thru Notary PubG° Undenet L W Q, My Commission Expires: .o 1 I I St AAA 11 1r 'clew 'cx x*wx x xx'cx xxx*x'cx iexxxxlex 'cxx ,yr * *** ********* Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 127079 Permit Number: PL -10 -09 -1688 Scheduled Inspection Date: March 14, 2011 Inspector: Hernandez, Rafael Owner: BIENSTOCK, JENNIFER Job Address: 275 NE 105 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Contractor: ALL PRO SEPTIC & SEWER INC / ALL PRO PLUMBING SEP' Phone Number Parcel Number 1122310130520 Phone: (305)635 -3002 Building Department Comments PLUMBING WORK FOR NEW GARAGE ENCLOSURE Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments March 11, 2011 For Inspections please call: (305)762 -4949 Page 4 of 42 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 275 105 Street Miami Shores, FL 33138- 1122310130520 Block: Lot: JENNIFER BIENSTOCK Owner Information Address Phone Cell JENNIFER BIENSTOCK 275 NE 105 ST MIAMI SHORES FL 33138 -2023 Contractor(s) Phone CeII Phone ALL PRO SEPTIC & SEWER INC / ALL (305)635 -3002 (305)206 -4473 Valuation: Total Sq Feet: $ 1,000.00 290 Type of Work: PLUMBING Type of Piping: Additional Info: Bond Retum : Classification: Commercial Fees Due CCF DBPR Surcharge Education Surcharge Permit Fee - Additions/Alterations Permit Technology Fee Radon Surcharge Scanning Fee Technology Fee Total: Amount $0.60 $1.45 $0.20 $170.00 $0.00 $1.45 $3.00 $0.80 $177.50 Invoice # PL -10-09 -36151 Total Amt Paid Amt Due $ 177.50 $ 177.50 $ 0.00 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Top Out Re Pipe Main Drain Heater Water Service Final Water Main Lavatory Underground 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. 1 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, 1 authorize the above -named contractor to do the work stated. December 14, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date December 14, 2009 1 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: Plumbing Owner's Name (Fee Simple Titlehdlde /2//ee be Owner's Addres L4 /05 -5` City/j/ kl� State Tenant/Lessee Name /1"/14 Permit No. Master Permit No. Zip Phone # DEC 1 U 2009 U . � BY: Rhone #l�)'. E -MAIL: /V Job Address (where the work is being done) /es- $f-- City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 1�° � � "" ®� 7 Is Building .historically Designated YES NO Zip ./ Contractor's Company Name . - tgaViii r &3 a° 9V2 Contractor's Address s ! ;�' Zip /2' Phone # -- 56e72, City / f° Qualifier Name- State — l/ 7 Certificate of Competency No. State Certificate or Re E- M.AIL: Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Phone # Square / Linear Footage Of Work: Repair /Replace Type of Work: ['Addition ['Alteration ONew Describe Work: * * * * * * * * * * * * * * * * * * ** Submittal Fee $ * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ Notary $ Training /Education Fee $ 0 Scanning $ 3 Radon $ 1- DPBR $ Bond $ Code Enforcement $ Structural Review. $ Total Fee Now Due $ t ")l 500 CCF $ • CO /CC Technology Fee $ Q. 0 Zoning $ Double Fee $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip 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. t 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: [ 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 nos -be approved and a reinspection fee will be charged. Signature wner or Agent Signature 9 Contractor The foregoing instrument was ack owledged before me this , The foregoing instrument was acknowledged before me this day of k7 i Cy- tent day of , 20 09, by ��, d��C l �-f,C. , who is personally known to me or who has produced who is personally known to me or who has produced did take an oath. as ide NOTARY PUBL As identificati NOTARY PUBLIC: Si JEFFREY DOWSEIT MY COMMISSION # DDT39623 EXPIRES: Apr. 11.2010 N071 WHIN Plorleln Nobly Bentacom In My Commission Expires: APPLICATION APPRO (Revised 02/08/06) Sign. Prifit. M Commission Expires: *********************,:******+****** * * * * * * * * * * * * * * * * * ** * * * * * * ** * * ** Plans Examiner Engineer Zoning 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: Plumbing je I: ( Owner's Name (Fee Simple Titleholder) l r • 6 E. us roG4C Permit No. Pl m -' a Master Permit No. RCO tin Owner's Address '� 2. 7 S' &J (^ `0 r City /1/1 t 1 ►�'I Y�Ii afate State Tenant/Lessee Name E- MAIL: F Phone # 7 (, ---p(9 7 ZZ., Zip 31 13b Phone # Job Address (where the work is being done) lJ c tor +, City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Zip , - Is Building Historically Designated YES NO Contractor's Company Name d I L. 01 AR, PL-1 Phone # 3 0 11- '26 f —3i (12. - Contractor's Address `C 1 S'&.( Cj ki 2 r) e City W1'1WM' State Zip 3 3 i f Qualifier Name Lvt'5 F PPcjd jLi gat-L- Phone # 30r-- 26 /^ 3 Ste L State Certificate or Registration No. R. F (90 3 $to G Certificate of Competency No. 6o t9 o 0 '$' STC E -MAIL: Architect/Engineer's Name (if applicable) q, ilk AA b Y Phone # 3 0.) - ?Li o - s- lc'S Value of Work For this Permit $ fX Square / Linear Footage Of Work: Type of Work: ( Addition ❑Alteration ❑New ❑ Repair /Replace ❑ Demolition Describe Work: To Lei r Q L4--v (, 6 AOL * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *' **Fees******************************************** Submittal Fee $ — Permit Fee $ CCF $ 0 Notary $ Training /Education F $ 0.2 Technology Fee $, Scanning $3j00 Radon $ 1 . DPBR $ Bond $ Code Enforcement $ Double Fee $ CO /CC ((N� Zoning $ Structural Review. $ Total Fee Now Due $ G1) `60 See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip 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: [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 Owner or Agent The foregoing instrument was acknowledged before me this if day of ; S t - j n ' ,20 pi, by who is personally known to me or who has produced As identification and who did take an oath. Sign: Print: My Commissi ae*** xxxxx xxxx******************** * ** ** * * * * * * * * * * * * * * * * * * * * * *x* ** Signature Con acti The foregoing instrument was acknowledged before me this `r day of 5q7 ,20CR by who is personally known to me or who has produced as identification and who did take an oath. Sign: Print: My Com APPLICATION APPRO (Revised 02/08/06) Plans Examiner Engineer Zoning t 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 og ss Inspection Number: INSP- 127070 Permit Number: EL -10 -09 -1687 Scheduled Inspection Date: November 30, 2010 Inspector: Devaney, Michael Owner: BIENSTOCK, JENNIFER Job Address: 275 NE 105 Street Miami Shores, FL 33138- Project: <NONE> Contractor: NICOLA ELECTRIC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1122310130520 Phone: (786)260 -6054 Building Department Comments 5 OUTLETS TO ADDITION, 2 LIGHTS AND FISTURES Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments November 29, 2010 For Inspections please call: (305)762 -4949 Page 1 of 24 - P.;=;" � Ffc= .Jn -...►' ..+..c.. "md" am,:... ,yw., '- A.u..� �,+... _.t..:.�rn -_°' :t' ?c43� "s74T,sa+�`+'�`v.,"". -- - o-w•. -'- - L+�m..o.w.� i�' S <5T (MA OTOZ /LT /Z0 6£T909Z98L ATM Do'NO1.FORWARD NiCOLA ELECTRIC.XNC LUI$ fit NIC )LA PRES 7g9, 4w 12. ST TA I"''fit 33126 500 0 i3t1J�9.f1aieffi #siafYlli:iti� lhfttiil i3 aJ DO NOT FORWARD NICOLA ELECTRIC INC LUIS M NICOLA PRES 7291 NW 12 ST. MIAMI FL 33126 1I1%11111t Ili,,l1A:,111.1,„111%11.111A, kli 1111,1 t111111911 ••• ' _a 8r:5T UTA1 1 / 1 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address 275 105 Street Miami Shores, FL 33138- Owner Information JENNIFER BIENSTOCK Address Parcel Number 1122310130520 Block: Lot: 275 NE 105 ST MIAMI SHORES FL 33138 -2023 Contractor(s) NICOLA ELECTRIC Phone Cell Phone (786)260 -6054 (305)970 -9593 Phone r- Valuation: Total Sq Feet: Expiration: 0 11 12 Applicant JENNIFER BIENSTOCK Cell Type of Work: ELECTRICAL Additional Info: Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Additions /Alterations Permit Technology Fee Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $225.00 $0.00 $3.00 $0.80 $229.60 Invoice # Total Amt Paid Amt Due EL -10 -09 -36150 $ 229.60 $ 229.60 $ 0.00 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Final Meter Box Alteration Relocation Fire Alarm Service Change Underground W. W. 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. February 17, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date February 17, 2010 1 Miami Shores Village Building Department !0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 mmomzwmiiii it FEB 12 2010 BY:.. Permit No. Master Permit No. g C-07 - I 1 J5 Permit Type: Electrical Owner's Name (Fee Simple Titleholder) _10.41 n 1 1 1✓ tJ \-0C-Lone # Owner's Addres ) 5 N / D City ( 11-0--11 ctw State Zip 3 1 3 Phone # i((v e7 /.Sly i Tenant/Lessee Name E -MAIL: Job Address (where the work is being done) Z 16 J E 1 05 c I %-f r 1 § kel ©S , Fl City Miami Shores Villa e County Miami -Dade Zip 3 3 / 3 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name ► CO I R EA CAL I C.X /1LPhone # (, )- (' 0(e061/ Contractor's A dress `7 a- ° / X1$0 0- ‹.-1- City � r / P 4 \ State El Zip 33 1 )- 4Y Qualifier Name 61--U 1 S . U 1 lei i 04 Phone # 3 OS 9 7 01 5 j 3 State Certificate or Re�isttatiop No 0)-- E V OD 1 00 Certificate of Competency No. V) E 0 0 0 1 01� E -MAIL: e) 1 G0 R e e c. /G(c Q (. cAi..� Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Z7 0 0 Square / Linear Footage Of Work: Type of Work: DAddition ['Alteration ENew NI Repair/Replace D Demolition Describe Work: /2.e..p /bite V Aa,p I� () 1 A/ ©dt /Tf. .FrtA)) 5-co iicAeij pe-fo �4Q erRc�'►i's .� YLai elf r****** * * ***** ****** ** * **** * **** * * * *** *Fees*** ** * * ** ** **** * * /** ** ** ***** ** * * * * * * ** * **** Submittal Fee $ Permit Fee $ Z i e' �i� F $ �'� CO/ C Notary $ Training/Education Fee $ d ' Technology Fee $ • Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 19021 ' 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 Alik WAVIT: 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 commenc ent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the ence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature A Owner or Agent The foregoing instrument was acknowledged before me this 12' day of d�y v�, ,20J� b y u� a'C • 8ee. r who is personally known to me or who has produced As identification and who did take an oath. My Commission Expires: NOTARY PUBLIC- STATE OF FLORIDA .' GISELA PEREZ Commission #DD598324 .e Expire: SEP 24, 2010 TED THRU ATLANTIC BONDING CO., INC. APPLICATION APPROVED BY: (Revised 02/08/06) Signature Contractor The forego t instrument was acknowledged before me this 1 Z day of I/4 ! ' 20 0 by d-t. US /31 calki- who is personally y ®to me or who has produced as identification and who did take an oath. NOTARY PUBIC: /� Sign: Print: i sido. Q t' Q My Commission Expires: NOTARY PUBLIC,-STATE OF FLORIDA ‘n. , •'• GISELA PEREZ ;'Curnrausio i tDD39832,1 sires: SEP 24% 2010 rv�Mr^ I; TH71I !7 .tiry -l' V :`rmINc,ca. QUC, A /o` tw Plans Examiner Engineer Zoning Construction 006,Qua ifying Board BUSINESS CSffrIFIOATE OF COMPETENCY IN T EFTS IV' f��et�t�hg� VALID ,FOR C • NTRACTING UNTIL G9130 /2011 \ l QUALIFYING TRADE(S) 0001 ELECTRICAL 0004 FIRE ALARM SPECLT He r o Gonzalez P.E. a7 Secretory of the Board ,^W^i1 Miami -Dade County Wilms all properly rightahereln. STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 NICOLA, LUIS M NICOLA ELECTRIC INC 7291 NW 12TH STREET MIAMI FL 33126 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals' and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to' serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and team more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE (850) 487 -1395 CR DRAGO /M SECRETARY_ DO NOT FORWARD NICOLA ELECTRIC INC LUIS M NICOLA.PRES 7291 NW 12 ST. MIAMI FL 33126 ,;,1t,,t,1,11:;. „t1�,�,�11 „�t»i ►1 ►t,,,,,11t5911 CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YY) 02/12/10 PRODUCER Consolidated Insurance Nation, Inc. 9616 Sunset Drive Miami, FL 33173 Phone (305)412 -2205 Fax (305)412 -2085 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 NAIC # INSURED Nicola Electric 7291 NW 12 St MIAMI, FL 33126- 1(786) 260-6054 INSURER A: TRAVELERS INSURANCE COMPANY INSURER B: PROGRESSIVE COMMERCIAL INS CO. INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED 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 CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADM. INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YYYY) POLICY EXPIRATION DATE (MM/DD LIMITS A n GENERAL LIABILITY n COMMERCIAL GENERAL LIABILITY 2375W9135 09/23/2009 09/23/2010 EACH OCCURRENCE 1,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) 100,000 • ❑ CLAIMS MADE • OCCUR MED EXP (My one person) 5,000 is PERSONAL & ADV INJURY 1,000,000 • GENERAL AGGREGATE 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: • POLICY • PROJECT • LOC PRODUCTS - COMP /OP AGG 2,000,000 B AUTOMOBILE LIABILITY 04361420-0 09/23/2009 09/23 /2010 COMBINED SINGLE LIMIT (Ea accident) ■ ANY AUTO II ALL OWNED AUTOS BODILY INJURY (Per person) 25,000 0 n SCHEDULED AUTOS • HIRED AUTOS BODILY INJURY (Per accident) 50,000 1111 NON OWNED AUTOS PROPERTY DAMAGE (Per accident) 25,000 • • GARAGE LIABILITY 1 ANY AUTO AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC II AUTO ONLY: AGG 1 EXCESS / UMBRELLA LIABILITY • OCCUR ❑ CLAIMS MADE • DEDUCTIBLE EACH OCCURRENCE AGGREGATE • RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YM ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under SPECIAL PROVISIONS below _ ERH TORY LIMITS E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS ELECTRICAL CONTRACTOR CERTIFICATE HOLDER CANCELLATION MIAMI SHORES BUILDING DEPT. 10050 N.E 2nd AVENUE MIAMI SHORE, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE HUMBERTO TORRES © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ACORD ,14 CERTIFICATE OF LIABILITY INSURANCE I 02/11/2010 PRODUCER Risk Concepts Corporation 410 43rd Street West Suite N Bradenton FL, Street West 877 - 746 -2209 THIS CERTIFICATE IS ISSUED AS A MATTER ONLY AND CONFERS NO RIGHTS UPON THE HOLDER. THIS CERTIFICATE DOES NOT AMEND, THE COVERAGE AFFORDED BY THE OF INFORMATION CERTIFICATE EXTEND OR POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED Administrative Concepts Corporation 406 43rd Street West Bradenton FL, 34209 INSURER A: Southem Eagle Insurance Company 11535 INSURER B: Lloyds Syndicate 48339 INSURER C: Aspen Insurance 84806 INSURER D: Max Bermuda LTD 87119 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAME 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 CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YY) POUCY EXPIRATION DATE (MM/DDIYY) LIMITS GENERAL UABIUTY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES (Ea occurrence) $ CLAIMS MADE OCCUR MED EXP (My one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GERI AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP /OP AGG $ POLICY I IJECOT fLOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ — BODILY INJURY (Per person) $ — — BODILY INJURY (Per accident) $ — PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY-EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY OCCUR ❑ CLAIMS MADE DEDUCTIBLE RETENTION $ EACH OCURRENCE $ AGGREGATE $ $ $ A EMPOYERS'LIABILITATMTIONAND ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER OCCLUDED? If yes, describe under SPECIAL PROVISIONS below 2010 -02682 -000 01/01/2010 12/31/2010 X (TORY LIMITS I IOER EL EACH ACCIDENT $ 1,000,000.00 E.L DISEASE -EA EMPLOYEE $ 1,000,000.00 EL DISEASE- POLICY LIMIT $ 1,000,000.00 B C D E OTHER Workers Compensation Excess Coverage Please note that Southern Eag e Insurance Company has reinsured It's liabilities in excess of $250,000 under the policies of Insurance listed above with the underwriters listed A- or better at the time of placement of such reinsurance. Such reinsurance are subject to their own terms, conditions and limits. This is for informational purposes and nothing shall create any right under such reinsurances. DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Effective: 02/28/2008 061172 Coverage is extended to the leased employees of alternate employer (Florida Operations Only): Nicola Electric, Inc DISCLAIMER: This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmitively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. CERTIFICATE HOLDER Miami Shores Building Department 10050 NE 2nd Avenue Miami Shores FL, 33138 CANCELLATION Fax# SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCFI I Fr) BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25 (2001/08) 437 - 20100211 © ACORD CORPORATION 1988 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: Electrical Owner's Name (Fee Simple Titleholder) C Owner's ddress City (a4wt e5 State 7;;i k'i I /• /I los Si Permit No. 1409 -- ken Master Permit No. 8015 itO Phone # Tenant/Lessee Name E -MAIL: Job Address (where the work is being done) City Zip 33 f'3& Phone # Miami Shores Village County Miami -Dade FOLIO / PARCEL # zip 3 3/ Is Building Historically Designated YES NO Contractor's Company Name c.:sp . Contractor's Address 7 f "e Z e t') 'D/ . ((( City 00 r- State Name J//fl /(l '(.ice -1, State Certificate or Registration No. e• 130043 V.49 E -MAIL: ,, �J Architect /Engineer's Name (if applicable) c it , 461' Cone %# i -- (03 -1 -9 Zip '3 4/7 3 Phone # Certificate of Competency No. Value of Wink For this Permit $ Type of Work: Describe Work: r Phone # Square / Linear Footage Of Work: Wddition ❑Alteration ❑New ❑ Repai Replace ❑Demolition 6 -(a it-- 66 fir- Submittal Fee $ Permit Fee $ / 0-ao'r®C-2 CCP $ l../' CO /CC Training /Education Fee $ n • 20 Technology Fee $ 60 Radon $ DPBR $ Zoning $ Notary $ Scanning $ 400 Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ !CO Q 4 ' ""V See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Addr City State Zip Mortgage Lender's Name • pplicable) Mortgage Lender' dress City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 ex promise in good faith that a copy of the notice of commencement and construction lien law broth whose property is subject to attachment. Also, a certified copy of the recorded notic rf commen for the first inspection which occurs seven (7) days after the building permit is is ,d In th inspection will not be approved and a reinspection, fee will be charged —►r Owner or Agent The foregoing instrument was acknowledged before me this day of 2001 , by Telt0.40 who is personally known to me or who has produced I As identification and who did take an oath. UBLIC: My Commission Expires: Signature The foregoi eding $2500, the applicant must will be delivered to the person nt ust be posted at the job site of such posted notice, the I or strument was acknowledged before me this day of , ',' J1r-,:i,), , 20bg , by who is personally known to me or who has produced V as identification and who did take an oath. NOTARY PU LINNEITE M. ROUSSEAU sr *. MY COMMISSION # DD 684235 a EXPIRES: June 11, 2011 • Bonded Thru Nota Pubs Un Sig : Print: 11 ° 01( My Commission Expires: / ;11 p6 ocxxnF r. 4c aexxe4u xxoY �e ictxxsr &x x9:xrxaY$zxr.x9: xntxxxx xxxxxxxxx **acarxxxxxxxxakxxxx : &a * wwwxxxxx xzxdtxxx9ckx**wwxxww**eY**** APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning COUNTY ?o, BUILDING CODE COMPLIANCE OFFICE (BC PRODUCT CONTROL DIVISION_ NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 West 33rd Place Hialeah, FL 33012 SCOPE: ��» '� �, MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.¢ov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2000 Aluminum. Single Hung Window APPROVAL DOCUMENT: Drawing No. SH08 -02, titled "Series 2000 Aluminum Single Hung Window Non - Impact Resistant Glass ", sheets 1 through 6-of 6, dated 04 /14/08, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this•NO nnr ent of any product, for sales, advertising r any other 's w g y purposes shall automatically ter ��s I��A. lire to comply with any section of this NOA shall be cause for termination and remov ADVERTISEMENT: The NOA number preceded by the words Miami - Dade followed • by the expiration date may be displayed in advertising literature. If any portio the OA s islZ eyed, then it shall be done in its entirety. INSPECTION:.A copy of this entire NOA shall be provided to the user by distributors and shall be available for inspection at the job site at the request er ff'ci This NOA consists of this page 1 and evidence pages E -1 and E -2, as well as approval"document m nttoned above. The submitted documentation was reviewed by Manuel Perez, P.E. APPROVED NOA No. 08- 0331.06 icon Date: May 8, 2013 oval Date: May 8, 2008 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SH08 -02, Sheets 1 through 6 of 6, titled "Series 2000 Aluminum Single Hung Window Non - Impact Resistant Glass ", dated 04/14/08, 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) Forced Entry Test, per FBC 2411 3.2,1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5124, dated 08/27/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA #07- 0119.07) 2. 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, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5127, dated 03/28/07, signed and sealed by Michael Wenzel, P.E. (Submitted under previous NOA #07- 0119.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 03/15/08, signed and sealed by Francisco Hernandez, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. E -1 Manue Perez, Product Control Ex -i r NOA No. 08 -0 * .06 Expiration Date: May 8, 2013 Approval Date: May 8, 2008 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated March 18, 2008, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated March 18, 2008, signed and sealed by Francisco Hernandez, P.E. 3. Laboratory compliance letter for Test Report No. FTL -5124 issued by Fenestration Testing Laboratory, Inc., dated September 21, 2007, signed and sealed by Carlos S. Rionda, P.E. 4. Laboratory compliance letter for Test Report No. FTL -5127 issued by Fenestration Testing Laboratory, Inc., dated August 13, 2007, signed and sealed by Michael Wenzel, P.E. G. OTHER 1. None. E -2 Manuel P - P.E. Product Control . finer NOA No. 08 + 331.06 Expiration Date: May 8, 2013 Approval Date: May 8, 2008 E TYPICAL FI RVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED GENERAL NOTES: 1.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART. 2.- REFERENCES: l m REPORTS FTL -5127 AND FTL -5124. 3.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE 4.- FASTENERS MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION AS PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. MIAMI -DADE IMPACT RESISTANT SHUTTERS REQUIRED DESIGN PRESSURE CHART -PSP IT- HURRICANE PROTECTION IS REQUIRED WINDOW DIMENSION 1/4*TAPCONS ANCFIOR Saw= ir .... DESIGN PRESSURE -PEP WD]TH PER HEAD AND Slit MUMS DSe-ANN.OUASS 3/16" ANN. GLASS 1/4" ANN. OIASS Ile 13MP.O1.ASS 111310211' EXT. INT. EXT. INT. EXT. INT. EXT. INT. 19 1/6" 3 3 75.3 66 6 .I6...6..u..m !..! TYPICAL FI RVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED GENERAL NOTES: 1.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART. 2.- REFERENCES: l m REPORTS FTL -5127 AND FTL -5124. 3.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE 4.- FASTENERS MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION AS PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. MIAMI -DADE IMPACT RESISTANT SHUTTERS REQUIRED DESIGN PRESSURE CHART -PSP SERIES -2000 ALUMINUM SINGLE HUNG WINDOW HURRICANE PROTECTION IS REQUIRED WINDOW DIMENSION 1/4*TAPCONS ANCFIOR Saw= LIGHT DUTY .... DESIGN PRESSURE -PEP WD]TH PER HEAD AND Slit MUMS DSe-ANN.OUASS 3/16" ANN. GLASS 1/4" ANN. OIASS Ile 13MP.O1.ASS 111310211' EXT. INT. EXT. INT. EXT. INT. EXT. INT. 19 1/6" 3 3 75.3 204.0 75.3 210.0 75.3 210.0 75.3 210.0 26 1/2" 3 75.3 148.0 75.3 200.2 75.3 210.0 75.3 210.0 37' 4 75.3 121.8 75.3 121.8 75.3 171.7 75.3 171.7 63 1/8" 8 75.3 78.0 75.3 78.0 78.3 1 54.0 75.3 154.0 191/6" 38 3/6' 3 75.3 130.0 75.3 194.4 75.3 194,4 75.3 194.4 20 1/2" 3 75.3 88.0 75.3 180.9 75.3 180.9 75.3 180.9 37' 4 58.2 518.2 75.3 93.3 75.3 145.7 75.3 145.7 631/6" 6 42.6 42.5 55.5 55.5 75.3 112.4 75.3 112.4 101/6' 6/6' 3 6 75.3 93.2 75.3 200.0 75.3 204.8 75.3 204.8 281/2' 3 74.0 74.0 75.3 130.0 75.3 182.2 75.3 182.2 37' 4 500.8 50.8 75.3 81.2 75.3 124.0 75.3 135.2 631/8" 6 30.7 30.7 45.8 45.8 75.3 87.1 75.3 92.3 191 /8 er 3 7 73.0 73.0 75.3 183.0 75.3 183.5 75.3 183.5 26 1/2" 3 58.8 58.8 75.3 102.0 75.3 141.0 75.3 142.2 37' 4 45.5 45.5 73.8 73.8 75.3 95.8 75.3 113.9 53 1/8' 6 30.2 30.2 40.0 40.0 82.8 82.8 75.3 96.9 191/8" 741/4 3 80.8 80,8 75.3 143.0 75.3 173.2 75.3 173.2 26 1/2' 3 48,6 48.8 75.3 84.2 75.3 120.0 75.3 132.8 37' 4 40.0 40.0 63.5 83.5 75.3 82.1 75.3 103.9 631/6' 6 - - - - 55.8 55.8 75.0 75.0 1/4° TAPCONS 1 1/4" MN. EMBEDMENT INTO MASONRY THROUGH 1' ST WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL A2 ATTACHMENT TO WOOD GLAZING DETAIL. 1 /8 ", 3/16 ", 1/4" ANNEALED OR 1/4" TEMP. GLASS TYPICAL HEAD SECTIONS �wmp(1'IaB+Kib�a , r'.T��r %��ire'.T. D> MOM SHEET 2 OF 6 2 1/2" MIN. 2 1/2" MIN. 2 1/2' MIN. TYPICAL ANCHORS 1/4" TAPCONS 1 1/4' MIN. EMBEDMENT DUO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO MEET 1 OF 8) 1.2 . 4.. 4.. 2 1/2' MIN. TYPICAL ANCHORS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METAUJC GROUT (FOR MAX. ANCHOR SPACING AND NIAdBER OF ANCHORS REFER TO SHEET 1 OF 8) DETAn C2 ATTACHMENT TO MASONRY TYPICAL ANCHORS 1/4' SMS THROUGH META.. 2' BY WOOD BUCK TYPICAL ANCHORS 1/4 SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) DETAIL a ATTACHMENT TO WOOD TYPICAL SILL SECTIONS NON - IMPACT RESISTANT WINDOW ORAODel KB. SHO$ --02 SHEET 3 OF 6 TYPICAL ANCHORS 1/4' TAPOONS 1 1/4' MIN. EMBEDMENT INTO MASONRY THROUGH 1' BY WOOD BUCK (FOR MAX. ANCHOR SPF IN0 AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL DI ATTACHMENT TO MASONRY TYPICAL ANCHORS 1/4' SMS 1 1/2' MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEE 1 OF DETAIL D2 ATTACHMENT TO WOOD TYPICAL ANCHORS SMS THROUGH METAL (OFANCHOR AND NUMBER ANCHORS REFER TO SHEET OF 6)) DETAIL IS VAUD FOR JAMBS. HEAD ANS SLL ATTACHMENT TO MULLIONS DETAIL TYPICAL JAMB SECTIONS NON - IMPACT RESISTANT WINDOW 0 TYPICAL ANCHORS 1/4' SMS THROUGH METAL. 0 ANCHORS REFER TO SHEET1 OF 66) DETAIL D3 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMINUM 1/8' MIN. THICKNESS) Approved n complyhtd with the Florida Cede Date • • . °Li" NOAH ..t T.S;a:Y -1x01, Waal 4 -)4 -C8 FRANCISCO HERNANDEZ FLORIDA PE # 81393 VERTICAL SECTION WINDOW WIDTH O (SEE DETAILS DI, D2 AND 03 ON SHEET 4 OF 8) HORIZONTAL SECTION VERTICAL SECTION WITH TOP LOCK NON - IMPACT RESISTANT WINDOW A- -V,"OPT FRANCISCO HERNANDEZ FLORIDA PE #.51383 Sunshine Madam Manufacturing, Ina 1745 W. 33r4 RN* Wok tlmtda 35012 Pk (505)384 -8681 Faxi005)825 -5118 Dmwn D RF Oabw Sollel"YAQV Noviaken ORS NO. SH08 --02 SHEET 5 OF 6 MATERIAL LISP ITRMI FARM 26QD. DEBCR,PIION MATERIAL 1 SW -014 1 FRAME HEAD 6083-78 2 SW -52101 1 FRAME SILL 8083 -15 3 SW -011 2 FRAME JAMB 8083-15 4 SW -40111 1 MEETING RAIL 6083-T5 8 SW -017 1 SASH TOP RAIL 6083-78 6 SW -43358 1 SASH B0170M RAIL 6083 -75 7 SW82028 2 SASH CAM NYLON 8 SW -012 2 SASH SIDE RAIL 8063 -15 8 SW -AS 14 ASSEMBLY SCREWS # 8X1" SMS 10 SW -8202A 4/VENT FACE GUIDES NYLON MATERIAL LIST mu mat 22Q13. DRBCRIPT1ON MAT62TL 11 SW43353 2/VENT IATCH BOTTOM RAIL. PLASTIC 12 SW -1820 AS ROD SEAL PILE FELT 13 SW -3257 AS ROD WEATHER STRIP BULB VINYL. 14 SW -1520 AS ROD GLAZING TAPE FOAM 15 SW -018 AS ROD GLAZING BEAD 6083 -75 16 'SW-540 2 SPIRAL BALANCE ALUMINUM 17 SW -687 2/VENT LATCH 1 ZINC 18 SW -3082 AS ROD WEATHER STRP BULB VINYL 1.31 2.062 1... _ (j_ FRAME 8083 —� _ G. HEAD T8 • 0.812 _L. 0.395 f � vL T' ;�.1y_r 6083 -T$� 0.812 �— 1.825 —{ 2.127 0.062 14 1. �' SASH '� 0812' TOP 60830 -1' , I 0.050 -- RAIL 5 2. 2 r, t 1.260 _. J r_h I 2.078 - --I FRAME SILL 8063 --TS 1 MEETING RAIL 8063 -TS 0.937 1 T 0.6101— SASH y 8063 0502 0.060 SIDE RAIL. -T3 Z• — SASH 1.800 IT 1•� BOTTOM 6063 -78 - oaa RAIL 0.18 1324 • 0.'000 0.050 a 10 LATCH BOTTOM RAIL PLASTIC KOCETAL K300 SW -43353 2.375 FRAME JAMS SW -011 6083-75 NON - IMPACT RESISTANT WINDOW Sunni lne VtBd011S MonufW.iw(ing, IOC 1745 W. 33rd Nam FINNo , Nbdda 33012 Pht (303)364 -2252 Pc90(308)828 -6118 3 4 w_ Arproodocoospologwinithe Dao.. • NOA0.i,r_(�3.- 1F.+7. FRANCISCO �ERNA D FLORIDA # omen 0* RF! Oda ,1 2"�1 Ibridaa RaWslow DRAI2e1 NO. SH08-02 SHEET 6 OF 6 f BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 210 P NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W 33rd Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com .1 • err .1F e 4s, 1111T" 1 8 1 . 1 1 . 111 . a. ..h .'F' • •• d. .. • 1 .1..1 - i Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material 'within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No.SW -01 -07 titled "Aluminum Tube Mullion," sheets 1 through 7 of 7, dated 09/30/05, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically t a.t1QNoA,ure to comply with any section of this NOA shall be cause for termination and remo ADVERTISEMENT: The NOA number preceded by the words Miami- ad Flo and P Y oin , followed by the expiration date may be displayed in advertising literature. If A 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 distributors and shall be available for inspection at the job site at the request of This NOA renews NOA # 014226.14 and consists of this page 1 and evidence approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 06-0214.02 on D January 25, 2012 ebruary 22, 2007 f Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SW- 01 -07, Sheets 1 through 7 of 7, titled "Aluminum Tube Mullion ", dated 09/30/05, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS �., A 20 -94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94. Along with marked -up drawings and installation diagram of Aluminum Single Hung Windows Mulled Together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FM-2680, dated 06/29/00, signed and sealed by Aldo P. Gonzalez, P.E. (Submitted Under NOA 01- 1226.14) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC-2004, prepared by manufacturer, dated 09/30/05 and revised on 01/15/07, signed and sealed by Francisco Hernandez, P.E. 2. Anchor Calculations and structural analysis, prepared by manufacturer, dated 02/29/00 signed and sealed by Francisco Hernandez, P.E. (Submitted Under NOA 01- 1226.14) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTllICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated January 15, 2007, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated January 15, 2007, signed and sealed Francisco Hernandez, P.E. G. OTHER 1. Notice of Acceptance No. 01- 1226.14, issued to Sunshine Windows Manufacturing, Inc. for their Aluminum Tube Mullion, approved on 01/31/02 and expiring on 01/25/07. E -1 `/ .... '.1 r /` 1_ Manuel• ' erez, P.E. Product Control Di NOA No 06- Expiration Date: January 25, 2012 Approval Date: February 22, 2007 GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES VERTICAL PROCEDURE FOR MULLION SELECTION 1. Pt. l LARNE DESIGN PRESSURE BY COMPUTING THE WIND LOAD IN PSF ON MUWON AS PER FLORIDA BUILDING CODE. 2. USE TABLES ON SHEETS No.2 AND 3 TO DETERMINE THE MUWON SIZE REQUIRED TO ACHIEVE THE DESIGN PRESSURE. 3. USE TABLES ON SHEET No. 4 TO DETERMINE THE TYPE OF CONNECTION BETWEEN MUWON AND STRUCTURE REQUIRED TO ACHIEVE THE DESIGN PRESSURE. VERTICAL MULLION APPLICATIONS GENERAL NOTE& GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES O • 2" THRU 6" HORIZONTAL 1. MUWONS SHALL BE USED ALONG WITH MIAMI DADE APPROVED GLAZING UNITS. 2. TUBE MATERIAL SHALL BE ALUMINUM ALLOY 6063 —T5. 3. FOR DETAILS OF ATTACHMENT BETWEEN MUWON AND STRUCTURE REFER 70 SHEETS No.5 AND 6 OF THIS PRODUCT APPROVAL. 4. DESIGN PRESSURES SHOWN ON GRAPHS ARE BASED ONLY ON TUBE STRENGTH. NO CONTRIBUTION OF ATTACHED GLAZING UNITS ARE CONSIDERED. I I. Sunshine VYtndows Manufacturing, InC. 1746 W. 33rd woes Wdecti.. fld ori 37612 y O '04 omal sr RF Dd,t9 -30 -05 seate:1 /2 "a1 " tz: Roftlem 17R DICI Ne: SW-01 —07 SHEET 1 OF 7 TOEE SPAN TRIUTAN IN DESIGN TUB SPAN 90 39.20 80 44.10 70 50.40 38.38 60 58.90 50 7058 40 88.19 30 117.559 3836 20 17639 ' . 74,28 90 - 80 - 70 - 50.63 eo 25.81 50 30.73 4 38.42 30 51.22 20 78.84 1x2 90 - 90 80 - 90 70 - 80 60 - 58.00 - - 70 40 28.39 70 30 37.88 Se.� 70 20 58.78 89,08 60 90 - So 80 - 50 TO - 8700 89 - 40 50 - 30 40 - 30 30 2859 20 20 39,88 1451 SAW MUM %I DESIGN P TUB SPAN TRIBUTARY (N) DEAN 90 79.81 90 - 80 89.79 80 - 70 102.61 70 - 3836 60 119.71 ' . 74,28 60 - 50 443.66 50 27.84 40 17957 40 34.81 30 239.43 30 46.41 20 389.14 20 69.61 90 4598 90 - 80 51.59 80 - 70 5898 70 - Se.� 70 66.79 89,08 60 - So 82.55 50 - 40- 103.19 / 40 .- 30 137.88 30 32.05 1 x 20 208.38 1% 20 48,06 90 36.06 J 90 - 80 40.58 80 - 70 46.36 70 - 60 54.09 1 60 - 58.00 50 64.182 98.00 50 - 40 81.13 4 - 30 108,17 30 - 20 182.28 20 3221 90 25.32 80 28.49 70 .32.86 63.00 60 37.99 50 45.58 40 5898 / 30 7597 11398 NOTE INFERPOUTE FOR INTERMEDIATE W6,UES 00 SPAN AFB) /OR TRIBUTARY W03TN TO DERFRl6NE DEMON PRESSURES, 14180 SAN 1R6NRDYNY Ont DESIGN PURE i1N) 7390 SAN t161311tARY P� OESIDN IIIPRRURE 90 73.65 90 - 80 82.86 80 25.74 70 14.89 70 29.42 50.63 60 110,47 54.00 60 34.32 50 132.57 50 41.18 40 165,71 40 51,48 30 220.96 30 6864 20 331.42 20 102.95 90 60.20 90 - 80 67.73 80 - 70 77.4 70 - Se.� 80 90.30 89,08 6o - 50 108.36 50 2759 40 135.45 40 34.49 30 180.61 30 45.98 1 x 4 20 27091 1 x 4 20 68.97 90 4757 90 - 80 5351 80 - 70 1 61.16 70 - 60 71.35 60 - 63A0 50 89 10890 89 - 40 107.03 40 - 30 142.70 30 32.29 20 214.05 20 48.44 90 33.13 80 37.7 70 42.59 74 25 60 48.89 50 59.63 40 74.54 / 30 99.38 149.07 TRIBUTARY N D1N= 81 62 2 EM MA= 1= TRIBUTARY 211171 = 1Rt 4. le 2 FLORIDA PE / 61393 MBE SAM �" DESIGN P N (190 Tuff SPAN 18' 005554 ePRFSZURg 90 107.49 90 33.39 80 120.93 80 37.56 70 138.20 70 42.93 50.83 80 161.23 84.00 60 50.09 50 198.48 50 60.10 40 241.85 40 15.13 30 322.47 30 100.17 20 483.70 20 150.26 90 87.86 90 - 80 9895 80 25.16 70 11297 70 28.76 5 60 13139 96.00 80 33'55 50 158.15 50 4028 40 197.69 40 50.33 ' 30 26359 30 87.11 20 395.38 20 100.66 2x4 2x4 90 69.42 90 - 80 78.10 80 - 70 8926 70 - 8up 60 104.13 132.00 60 32.56 63.E 50 124.98 108.00 50 28.28 40 156.20 40 35.35 30 208.27 30 47.13 . 20 312.40 20 7030 90 48.35 90 - 80 54.39 80 - 70 62.16 70 - 7425 60 72.52 120.00 60 - 9600 50 87.02 14400 50 - 40 108.78 40 25.77 30 145.04 30 34,36 20 217.56 20 51.54 NOM: INTERPUATE FOR IMMEDIATE VALUES OF SPAN AND /at TRIBUWoY, 1190TH TO DETERMINE DESIGN PRESSURES. TUB SPAN 118831.1TARY X90 DESIGN P N (190 TUBE SPAN II88u1 O 9 1 0 (R� 005554 ePRFSZURg 5.30 32.43 80 107.22 80 36.48 70 12253 70 41:0 63.00 80 142.96 108.00 80 48.84 50 171.55 50 58.37 40 314.43 40 7297 30 28591 30 9729 20 428.87 20 145.93 90 88.61 90 28.27 80 77.19 80 29.55 70 88.21 70 3327 74.25 102 92 120.00 80 39.40 50 123.50 60 41.28 40 154.38 40 59.10 30 20593 30 78.80 20 308.75 20 118.21 2x6 2x6 90 53.61 80 - 80 60.31 80 - 70 68.92 70 - 8up 60 80.41 132.00 80 32.56 50 96.49 50 39.08 40 120.62 40 48.85 30 160.82 30 65.13 20 24024 20 97.89 90 41.04 90 - 80 48.17 80 - 70 52.77 70 - 80 6157 60 27.36 9600 50 7398 14400 50 3294 40 92.35 40 41.04 30 123.13 30 54.73 20 184.70 20 82.09 HORIZONTAL SUWON VERTICAL !OWES! 1 1 -15 1,'- FRAN01600 HERNANDEZ F1.OR1A PE' 51393 Sunshine Windows Manufacturing, inc. Ph: W. ).75rd -plows 104140. WM& 3=2 Fax (305y826- 5118 04 0, aC ct 0 tgaf un gAii fall 0 1 two.„ 9r R owto:9 -30 -05 swalw: NTS R.Neion: ORAIWN9 N0. SW -01 -07 SHEET 3 OF 7 NOTE: I1E FOR 041ERMEOIATE VALUES OF SPAN ANOJOR TRIBUTARf WIDTH TO DETERMINE DESIGN PRESSURES. aN SPAN ( '�?.; , ._: air A TYPE SPAN 116BUDIRtt (M) DESIGN 85 84.68 43 66.61 60 9205 40 71.61 50.63 40 138.07 74.00 30 95.48 20 278.14 20 143.22 65 64.42 39 64.70 50 83.74 30 84.16 5053 30 13957 20 125.17 20 209.35 120,00 34 64.94 A & 0 A* D 42 17766 57 65.24 30 73.60 96.00 79.17 50 74.37 117.76 - 20 110.40 103.53 34 123.96 176.64 30 65.42 134.58 20 186.94 41.17 185A0 25 78.51 38 52 64.70 45.88 20 98.13 B,C & E 40 84,11 85 69.27 50 6423 83.00 70 8411 30 112.15 80.29 72.00 60 117.76 30 20 168.23 33 178.42 NOTE: I1E FOR 041ERMEOIATE VALUES OF SPAN ANOJOR TRIBUTARf WIDTH TO DETERMINE DESIGN PRESSURES. aN SPAN (W Prat! 1 (8H 85 98.52 85 46.18 70 11913 70 56.08 50.63 60 13957 108.00 50 7841 48 174.46 40 98.13 85 87.50 22 178,42 70 106.25 85 41.56 57.00 60 123.96 70 50.47 50 148.75 120,00 50 70.86 42 17766 40 88.32 85 79.17 30 117.76 85 103.53 20 176.64 63.00 50 134.58 78 41.17 8 C & E 38 17718 70 45.88 B,C & E 85 69.27 50 6423 70 8411 132.00 40 80.29 72.00 60 117.76 30 107.05 33 178.42 20 160,58 85 59.37 73 40.33 8400 70 72.10 60 49.07 50 100.94 / 50 5898 29 174.03 144.00 40 73.60 85 51.95 30 98.13 70 63.09 20 147.20 96.00 50 88.32 40 110.40 25 176.84 IRIBUTARY 810Th 2 TRIBUTARY WlDT1{ 81 + 8 2 PRODUCT REVISED go easiNyleg with McFbtide Eakftageodo We i . -O._ ' iy Due P:84 Ti IQ. ,J, ;: Preiwa88 Sunshine Ylindaws Manufacturing, Inc. 1745 W. 330d Place Fox(305)525 -5118 Drown or RE Date, 9 -30 -05 Sale: NTS RiNfalorn Reweloa: ORAWNO NO. SW -01 -07 SHEET 4 OF 7 AUAL MOLE 14 S.M.S. 2) ES,MA SANGLE ANCHOR TYPE "A" 1' BY OR 2" BY 6000 BY OTHERS 4. 1" X 3" ALUM. TUBE 22'i�82'x18' 2 58 LONG i4 S.M.S. (2) EA ANGLE 1•x3', 1"x4'. 2' 84' OR 2'86'AWM.TUBE ALUM. ANGLE 14 S.M.S. (2) Ek ANGLE ANCHOR TYPE "B" 1' SY OR 2' HY WOOD BY OTHERS 4" j 14 SAL& 1 1/2' MIN. EMBEDMENT INTO WOOD OR 1/4' TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (1) PER ANOtE B, EN OR BY WOOD MUWON 1/2 2 x 2" x i AWM. ANCIE 2 5/8" LM FOR 3» MULLION 3 5/8" LONG FOR 4' 881104 5 5/8• LONG FOR 8" 18AIIDN 114 S.M.S. (2) EA. ANGLE ANCHOR TYPE "C" 2" X 2" x 1/8» Aum. ANGLE 114 S.M.S. (3) EA MOLE 1' BY OR T` BY WOOD BY OTHERS d 1 "84`.2•x4' OR 2'x8' ALUM. TUBE / 14 S.M.S. 1 1/2» 484. EMBEDMENT INTO 1000 OR 1/4' TAPCOS 1 1/4 MN. EASEMENT INTO CONCRETE, (2) PER ANGLE / 14 SANS. 1 1/2' MIN. EMBEDMENT INTO WOOD OR 1/4" TAPCOS 1 1/4 MIN. EMBEDMENT INTO CONCRETE, (1) PER ANGLE 114 SAES. (2) EA, ANGLE ALUM. ANGLE 1/4 TAPCNS 2' MIN. EMBEDMENT 8110 CONCRETE 1/Y NOTE- 1- MUWON CONNECTIONS SHOWN ON THIS SHEET ARE APPUCABLE TO VERTICAL 08 HORIZONTAL MULLIONS. 2- 11000 BUCK BY OTHERS MUST BE PAY ANOIORED TO TRANSFER LOAD TO THE STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL NOTE ** PROVIDE 2 1/2' 8418. DISTANCE TO EDGE OF CONCRETE 114 ANY DIRECTION DETAIL OF ATTACffi1'IENT TO PRECAST SILL 2'82"x/ AL18LANGIE 3 5/8' iad FOR 4' MUUJON 5 5/8 LONG FOR 8' MUWON • 114 SALS. (3) EA ANGLE 1 4/ 4rTA1' o 1/4' ONNCREEIE. (2) TER MOLE 4 lo # 14 SAS. 1 1/2' M81. EMBEDMENT INTO WOOD OR 1/4' TAPCC S 1 1/4' MIN. EMBEDMEN8 N10 CONCRETE. (2) PER ANGLE 1/2' 1/4" TOWNS 1 1/4" L8N. EMINENT 210 CONCRETE, (2) PER ANGLE Sunshine Yfindows Manufacturing, Inc. 1745 W. 33nt 13012 *x.8305 5118 O Drown gy: RF p,ee 9 -30 —p5 Saab 1 /2",=41" Rolotao ORAWN0 No: SW --0 1 -07 SHEET 5 OF 7 mot= aennip gwithbe caaee _ ends 'y 11 7,' W f -t5 -1 ,_. tt9d�N J FRANCISCO HERNANDEZ FLORIDA PE / 5139} Sunshine Yfindows Manufacturing, Inc. 1745 W. 33nt 13012 *x.8305 5118 O Drown gy: RF p,ee 9 -30 —p5 Saab 1 /2",=41" Rolotao ORAWN0 No: SW --0 1 -07 SHEET 5 OF 7 ANCHOR TYPE "A" AUIM. 'V' CUP r BY 08 2' BY WOOD pY OTHERS rxrOR 1 *Xr,rX4” 1" x 3' AUIL TUB : r x.4" OR r x 8• ALUM. TUBE 4' CANCHOR TYPE "B" ALUM. Y CLIP ANCHOR TYPE "C" 1. En' OR 2" " BY WOOD 1. 8Y 0R 2" BY 1000 ElY . 4 BY OTHERS 4• ALUM. 'V' CUP 1 5/8' LONG FOR 2" MUWON 2 5/8' LONG FOR 3" MULLION / T104 S.MS, 1 1/4' MIL EMSTEDiE //N1 EMBEDMENT INWO CCOMME. (1) PER ' • 1" BY OR 2' BY WOOD BY OTHERS 1 1114 WOOD OR 1/4' 1 � 0 0810015 /4' MIN. EMBEDMENT INFO CONCRETE, (1) PER LEG MULLX)M UM. CLIP 1/4' TAPCONS 2' MN. EMBEDMENT MD CONCRETE 4 , ALBANIAN ' ' CUP 2 5/8' LONG FOR 3" MULLION 3 5/8' LONG FOR 4' MULLION 5 5/8' LONG FOR 6" MULLION • ALUM. CIP OR X2" X'rMALUM TUBE if 14 S.Y.S. 1 1/4" MN. EMBEDMENT INTO 1/4' TAPCONS 1/4' I EM DENT INNTO C N WE, (2) PER LEG 1" BY 08 2 BY WOOD BY OTHERS mummy me 3 5/8' LONG FOR 4' MUWON 5 5/8" LONG FOR 8" MULLION 14 SI S. 1 1/4' MIN. EMBEDMENT EMBEDMENT INTO 60NCRETE, (2) PER 180 NOTE: 1- MULLION CONNECTORS SHOO ON THIS SHEET ARE APPUCABL.E TO VERTICAL OR HORIZONTAL MULLIONS. 2- WOOD BUCK BY OTHERS MUST BE PROPERLY ANCIO:MED TO TRANSFER LOAD TO THE STRUCTURE AND TO BE REVERED BY MOW 0FFlgN. NOTE 1 * 2 " MIN, DISTANCE TO EDGE OF CONCRETE IN ANY DIRECTION DETAIL OF ATTACHMENT TO PRECAST SRL • 1/4' TAPCOPS 1 t/4' MN. EM(2) IBEOMENT INF0 CONCRETE, PER LEG � 4 4 • 1/4' TAPC0N5 1 1/4' MIN. EMBEDIADD BM CONCRETE (2) PER LEG PRODUCI• =M ED amomabiegMAIRellethb Amxeus PL 1. • ,/' bate /1,4/4L, I ;, • „/ /_! 2 4* FRANdSco HERNANDEZ • FLDFDDA PE B 51393 .71,117H4.. SECTION A A ALUMINUM "U" CLIP FOR 1" WIDE TUBES "V" CLIP FOR 1" WIDE TUBES DETAILS OF MULLION TO MULLION CONNECTIONS FOR 1" WIDE TUBES Sunshine Windows Yamltaciuri g, Inc, 1745 W. 33,4 3A�boye x16 8–a1is Br RF Date, 9 -30 -05 soar 1/2"==1* Revision: No SW -01 -07 SHEET 7 OF 7 ['11eDUCTACVL89D se sall**1 willittettlevitee Wens Code Asap:amens e, ..1 02 .:..,.. Date i115,- tut »1r 1, -. fro ntCwa,v1� 1.1M. l / -I0 -4- FRANCISCO HERNANDEZ FLORIDA PE / 81393 Sunshine Windows Yamltaciuri g, Inc, 1745 W. 33,4 3A�boye x16 8–a1is Br RF Date, 9 -30 -05 soar 1/2"==1* Revision: No SW -01 -07 SHEET 7 OF 7