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BP-05-1473 Miami Shores Village w Buffiding Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 BUILDING RE-CEO ED Permit No.6PD� -- 14-� 3 PERMIT APPLICATION A � ter Permit No. ` FBC 2001 --r- --__._ Permit Type(circle): Build' Electrical �-Aumbing Mechanical Roofing Owner's Name(Fee Simple Titleholder)pQ r � hone# .Owner's Address Q - W Q City 10,1 t'1'11 cg.hap QS State Zip S✓13T TenwWL,essee Name Phone# Job Address(where the work is being done) o`C 'S . .1-&Y- AU�Q City hNami Shores Village- County Miami-Dade Zip 3:?;o I Is Building Historically Designated YES NO r. Contractor's Company`N�ame 0 - Phone# Contractor's Address 1LI(340 • w City Qf7r('-Alt K i Qyn'N, /Stater-V11- Zip Qualifier -IQI� C� State Certificate or Registration No.&bL I 0�S 1 W Vq Certificate of Competency No. Architect/Engineer's Name(if applicable) . L /'�-PL. hone#_r / �' ~Z-3 1 $Value of Work For this Permit Square Footage Of Work- 3�� + -16 -)- .5 ' f�,9..-1�'s Type of Work: Addition ❑Alteration []New ❑ Repair/Replace ❑Demolition Describe Work:Pd,d l h6n t �_ l aonYl F tA AQDl10 G-�- 44, 14-46 Submittal Fee$ Z!50. CO Permit Fee$ G, CCF$Tv' l .00 CO/CC. 1'sO . 00 Notary$S. 0Q. Training/Education Fee$ 1'1 • CO Technology Fee$_ (p3. -V scannings 180 •d0. Radon$Z f Z Zomig Bond$ Code Enforcement$ Structural Plan Review.$ SO -1--v0 = OC] Total Fee Now Dae$ -7 0 . .(Continued on opposite side) 411onding Company's Name(if applicable) Bonding Company's Address City State zips Mortgage Lender's Name•{ifapplicable) s Mortgage Lender's Address City Stag s 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 *hose property is subject to attachment. Also, a certried copy of the recorded notice of commencement must be posted at the job site or 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 approfedd a rei esti fee will be charged Signature - Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me thisZB The foregoing inshvment was acknowledged before me this day of !1___ 20 Cab t!? ZA 7 d of 20 ry who is personally ly!mown to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as idea fication and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: OTARY P OF FLOP,1, Sign: Print: Print: 27, 2009 M Co issi , n e .dc Bonding Co.,Inc. My Commission 4,1111k N dnkTr dr kf4titnledriinUtk{e4r e4+Yfrin8i4fnlriri�fSdralriFinRftelnRdnlrstnBR&sYinlnbs4PnRi43rirteintrlrirfednhidedrh+kdr= cmm�yo �inh4 11 CSL'. APPLICATION APPROVED BY: ply Examiner jv,g�,-,q Engineer chs 05/13/03 Zoning PERMIT# I 7 CONTRACTOR: SUBMITTAL DATE: I2. Z.00ES PROJECT TYPE: f—1"i C7 ZONING FIRE e3(l)ma.° STRUCTURAL IMPACT FEES ELEf4,TAlICW HRSIDERM P 440C LcO MECHANICAL BLDG / r Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit Permit Status:APPROVED Issue Date: 1/31/2006 Expires: 1213112006 Permit Number: BP2005-1473 Owner's Name: CHRISTINE PACHECO one: (305)491-5584 Permit Type: Residential Construction Parcel#: 1121360130640 Work Classification: Addition Block: Lot Job Address: 10418 2 Avenue NE Section: PB: Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor Total Square Feet 400 ORONI INC (305)685-0412 Yes Total Valuation: $ 85,000.00 Comments: RMulred In tions ADDITION OF NEW BEDROOM,BATHROOM, PATIO,ENTRY AND DRIVEWAY. Footing INTERIOR REMODELING Stem Wall Footer Density Termite Letter Additional Information Slab Fill Cells Columns Type of Construction:ADDITION Occupancy:Single Family Second Floor Slab Stories:1 Exterior. Spot Survey Front Setback:26-1" Rear Setback:15'-0" Tie Beam Bond Beam Left Setback:12'-9" Right Setback:16'-4" Second Floor Tie Bond Beam Bedrooms:1 Bathrooms:1 Rake Beam Plans Submitted:Yes Certificate Status: Special Inspection Letter Certificate Date:12/12/2005 Additional Info:PATIO-ENTRY-DRIVEWAY Trusses Plan Submittal In consideration of the issuance to me of this permit, I agree to perform the work Floor Trusses covered hereunder in compliance with all ordinances and regulations pertaining Roof Trusses thereto and in strict conformity with the plans,drawings, statements or specifications Roof Sheathing submitted to the proper authorities of Miami Shores Village. In accepting this permit I wall Sheathing assume responsibility for all work done by either myself, my agent, servants, or Window and Door Buck employes. I understand that separate permits are required for ELECTRICAL, Wire lathe PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING Window Door Attachment POOL work. Framing OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that Insulation all work will be done in compliance with all applicable laws regulating construction Drywall Screw and zoning. Futhermore, I authorize the above-named contractor to do the work Final PE Certification stated. Shutter Attachment Shutter Final Fees Due Amount Invoice Number Amt Due Amt Paid Bond Type-Contractors Bond $300.00 RC-1-06-23396 $3,170.75 3 ( S CCF $51.00 Total: b Certificate of Completion Fee $150.00 DBPR Surcharge $2.00 �1I Education Surcharge $17.00 jiM 3 i PAID Notary Fee $5.00 C• C . Permit Fee-Additions/Alterations $2,550.00 Plan Review Fee(Engineer) $50.00 Pian Review Fee(Engineer) $50.00 Radon Surcharge $2.00 Scanning Fee $180.00 Submittal Fee ($250.00) Technology Fee $63.75 Total: $3,170.75 Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. z Miami Mores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code106.1.2 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: Permit Type Residential Construction Bldg. Permit No. BP2005-1473 Owner CHRISTINE PACHECO Contractor ORONI INC Subdivision/Project <NONE> Date Issued 02/23/2007 Construction Type ADDITION Occupancy Single Family 10418 2 Avenue NE Miami Shores Village FL 33138- Location ORES L®l een ueee� `� Buildin fficials Approval I udio Grande,CBO L' CtTA�RLU Not Transferable POST IN A CONSPICUOUS PLACE Miami Shores Village Building Department 10 N.E.2nd Avenue Shores,Florida 33138 M Tel:(305)795.2204 ` — -� Fax:(305)756.$972 REMOVED BUILDING OC 9D5 Permit No. V W73 . PERMIT APPLICATIONbb ster Permit No. FBC 2001 Permit Type(circle): Building Electrical P umbing Mechanical Roofing Owner's Name(Fee Simple Titleholder) ��.\® �� � Phone# 5 �q, Owner's Address 10 411) A). � 2� AV ON UC City /d$/r1( S 1k3� State ` t C41 DI- Zip J1 13. Tenant/Lessee Name Phone# Job Address(where the work is being done) 1 ()q 1 4b /� • - � city Miami Shores Vdlage County Miami Dade Zip 73 3►'3 G Is Building Historically Designated YES NO� __ntractor's Company Name Phone# Contractor's Address City State Zip Qualifier . �hltecgineer's Name(if applicable) hone# tecYEngineWs Address '? -6 N 01 Zw"` ST�`-71 ` city llA,*l( S Ifo w� State- J `= Zip 3 1 3 •_._��.`�°k e� pew gc $Value of Work For this Permit ®o Square Footage Of Work; Number of:Bays Stories Families Bedrooms Baths Type of Work: 'KAddition ❑Alteration ❑New ❑ Repair/Replace ❑Demolition Describe Work: 6 tis,aeovk' &mw W-I I S-11 wZ 4�.Mt S r�tar,a,r,��,►�,t�,i►,�,�r ,�,�*,r,tf*,t,�tfF�,t,N.*,rr*�,►�,r,�,��,►,�,r*�,r,r,�*,r,�,t,�,►,r,� - County Escrow Fee$ ` Permit Fee$ Notary$ G Educadon 7mfi iag Fee$ Tech$ scannings Radon$ Code Enforcement$ Bond$ Strutt.$ ✓`®.a0 +so.Od = I o 0,oc) Minus Plans Check Fee$ Total Fee kow Due$ (Continued on opposite side) Bonding Cgmiy'sName(if applicable) Bonding Company's Address City - 1::State zip 49 Mortgage bender'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. 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 that all the fo certify w9oing information is accurate and,that all work will be done m compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER YOUR FAILURE-TO RECORD A NOTICE OF CONn%ENCEMENT 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 CONIIVIENCEMENT." . Notice to Applicant. As a condition to the bsuance,of a building permit with an estimated value exceeding$2300, the applicant must Promise in good faith that a copy of the notice of commencement and conduction 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 dwhL for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inpecdon will not be approved and a reinspection fee wh7 be charged Signature Signature Agent Contractor The foregoing ins was acknowledged before me this The foregoing instrument was acknowledged before me tbb day of .20by HAYU-0 day of .20 by who' perso y kno me or who has producedwho is personally known to me or who has produced As i aria as identification and who did take an oath. w, �.SGflAlA4t1Z NOTARY I ', My COMSSIDN 4 DD 424545 NOTARY PUBLIC: Sign: Au30u,2009 re Sign:. Print: Print My Commission Expires: 8/&o/b el My Commission Expires: Certificate of Co ( Competency Holder) State Certificate or Registration No. Certificate of Competency No. APPLICATION APPROVED BY: Plans Examiner Engineer :. cuc7/7103 Zoning r. ORE&G,t II .... n ,....rM Lct�rtc Gio�e� Villaae �L81 ORiDp' DEVELOPMENT ORDER CASE # PZ05-0526-04 APPLICANT: Mario and Cristine Pacheco (owners) SITE ADDRESS: 10418 N.E. 2 Avenue Whereas, the applicants have filed an application for site plan review before the Planning and Zoning Board on the above property._The applicant sought approval as follows: Site Plan Review, Sec. 604, garage enclosure. Whereas, a public hearing was held on May 26, 2005, 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. Additionally, the applicant must satisfy all applicable Miami Shores Village codes, Miami-Dade County Codes, and the applicable building and life safety codes required for development. Passed and adopted this 26 day of May, 2005 by the Planning and Zoning Board as follows: Member Crutchfield Yes Chairman Fernandez Yes Member Abramitis Yes Member Reese / Yes Member Sastre Yes / G - y 9 date ;r.Aairman, Planr'ng and Zoning B ZONING CRITIQUE SHEET PERMIT# JOB ADDRESS: 0yzgx/aaAve - APPLICANT: P14ctft'rQ APPLICATION• A, 446 e DAT COMMENTS INITIALS (13 (JC-ZF0 P Z 4o6" O+eJago w4- fcxOO- 61+4#146F CITY Miami Shores Village Building Department 10050 N.E.2nd Avenue COPY Miami Shores,Fl 33138 Tel:305-795-2204 Fax:305-756-8972 Permit No: 05-1473 Job Name: Addition for Pacheco Res. January 20, 2006 Page 1 of 2 Building Critique Sheet P Critique L., . New architectural sheet A-2 must be signed, sealed and dated by the Arch' t. heet A-3 not 2. Pr rod prova r window oors as ed incl ng th rod t A v C riso . (see a ch in 2 se . ONE S D 3. PFeAde design pressures for-all ep -equired by FRC- . . . 4. Submit Permit applientions for-Eleetrie9l, Numbing, Paver D �NDING INDIVIDUAL APPLICATION FOR SHUTTERS, PAVER DRIVEWAY AND NEW SEPTIC TANK. • Address eomments from Stmetuml & Plannijig & Zoning. 6. Provide note o plans for- requirement f Temite treatment Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your re-submittal. Claudio Grande CBO 305-795-2204 ext.430 Miami Shores 'pillage Building D ep artment 10050 NX.2nd Avenue Miami Shores,Florida 33138 Tel:(305)7952204 Fag:(305)756.8972 Permit No. 06'- 14,7 Job Name Pa c-h e G 1oflS A'G 2 /lore DeL.e1 STRUCTURAL CRITIQUE SHEET 77&�- Whiles 0 %440n."I lyye d load 41- -dAc r- CX) Indica�e winde4114- d7'5 � vr�ll�'� las c8r1 Y®6� �r�r�e �a�nec�i�n�. fd�en�i& all T"vc' Jin as gkvwn an (dpid co/1 0 coveyed � S'-z r vr- S / S fo"0.�4. •� 162 v� �'� Gel• Sd��� h e I al Q� �, �.s �' � 12. eel• -c�,l� �� -� �3 �es @ g� ods, �n 2/S-z els iS '�I.ah!d Gn N4 2 0 /f✓. &1 1 Z aarid I;Ide Giarla. fain� cerc- Tl,e 9 -4m k Xer>7aln k ? rhtf 15 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Fa Ph/e: (305)795-2204 Fax: (305)756-8972 Art wn 'fit Inspection Date: 04/06/2006 Permit Type: Residential Construction Inspector: Grande,Claudio Inspection Type: Columns Owner: PACHECO,CHRISTINE Work Classification: Addition Job Address: 10418 2 Avenue NE Miami Shores Village,FL 33138- Phone Number (305)491-5584 Parcel Number 1121360130640 Project: <NONE> Block: Lot: Contractor. ORONI INC Phone: (305)685-0412 Building Department Comments Inspector Comments Passed Failed E]_ Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid Wednesday,April 5,2006 Page 2 of 2 Inspection Worksheet Miami Shores Village h o+� 10050 N.E.2nd Avenue Miami Shores,FL Pho : (305)795-2204 Fax: (305)756-8972 y £ Inspection Date: 04/06/2006 Permit Type: Residential Construction Inspector: Grande,Claudio Inspection Type: Tie Beam Bond Beam Owner: PACHECO,CHRISTINE Work Classification: Addition Job Address: 10418 2 Avenue NE Miami Shores Village,FL 33138- Phone Number (305)491-5584 Parcel Number 1121360130640 Project: <NONE> Block: Lot: Contractor: ORONI INC Phone: (305)685-0412 Building Department Comments Inspector Comments Passed Failed E:I_ Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Wednesday,April 5,2006 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phon (305)795-2204 Fax: (305)756-8972 Inspection Date: 03/21/2006 Permit Type: Residential Construction Inspector: Grande,Claudio Inspection Type: Slab Owner: PACHECO,CHRISTINE Work Classification: Addition Job Address: 10418 2 Avenue NE Miami Shores Village,FL 33138- Phone Number (30591-5584 Parcel Number 1121360130640 Project: <NONE> Block: Lot: Contractor. ORONI INC Phone: (305)685-0412 Building Department Comments Z/ Inspector Comments Passed /0/. , cc_ Failed El Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Monday, March 20,2006 Page 2 of 2 5 Inspection Worksheet Miami Shores Village L- � 10050 N.E.2nd Avenue Miami Shores,FL FSR ' Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 03/21/2006 Permit Type: Residential Construction Inspector. Grande,Claudio Inspection Type: Columns Owner: PACHECO,CHRISTINE Work Classification: Addition Job Address: 10418 2 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491-5584 Parcel Number 1121360130640 Project: <NONE> Block: Lot: Contractor: ORONI INC Phone: (305)685-0412 Building Department Comments 3 Inspector Comments Passed Ir � Failed E]_ Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Monday,March 20,2006 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL ` Phone 05)795-2204 Fax: (305)756-8972 Af a. Inspection Date: 03/01/2006 Permit Type: Residential Construction Inspector: Grande,Claudio Inspection Type: Footing Owner: PACHECO,CHRISTINE Work Classification: Addition Job Address: 10418 2 Avenue NE Miami Shores Village,FL 33138- Phone Number (30591-5584 Parcel Number 1121360130640 Project: <NONE> Block: Lot: Contractor. ORONI INC Phone: (305)685-0412 Building Department Comments Inspector Comments Passed El 13 Failed t Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Tuesday,February 28,.2006 Page 2 of 2 Ar PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT AS REQumm BY FLORIDA BUII.DING CODE(FBC) 104.2.6 DATE o TREATMENT: JA216 TIME OF TREATMENT: IN APPLICATOR: OUT BUILDER NAME• l TREATMENT ADDRESS: JOB #: LOT: BLOCK: UNIT: SPRAY&TAMP SPRAY ONLY SPRAY# RESIDENTIAL COMMERCIAL ADDITION 1 CHEMICAL: % GALLONS MONOLITHIC SAF STEMWALL SF OF PERUMTER TREATMENT CHEMICAL: % GALLONS DATE OF TREATMENT: TIME OF TREATMENT: APPLICATOR: L/F 300 S.STATE ROAD 7 PLAwAnoN,Fi oRmA 33317 9545848588 1-800-749-8588 FAx:9545846117 ARBAB ENGINEERING, INC. MNWLTWG E MhW S • 11900 BISCAYNE BOLLEVAFID.SU17E 508.N.MWA.FLORIDA 33181 • =1881-5048•FAX 8914)504 December 28,2005 Structural Plan Examiner Miami Shores Village Building Department 10050 N.E.2nd Ave. Miami Shores,FL 33138 RE: Response To Structural Comments For.• Pacheco Residence 10418 Northeast 2nd Ave. Miami Shores,FL 33138 Permit#05-1273 Dear Sir/Madam: Tfae todlowinP are the Buildinu�enamww comments and our resnowes: 1 - Submit wind load and other calculations. Response: Provided as per comment. See calculations from Pages 2 to 44. 2 - Indicated wind load pressures on windows and doors on building elevations. Response:Provided in architectural plans. 3 - Show gravity and uplift loads on roof frame connections. Response: Provided as per comment. 4 - Identify all footings shown on S-1 (and cols.at covered patio). Res_Provided as per comment. (Continued on Page 2) Structural Plan Examiner. Page 2 December 28,2005 RE: Response To Structural Comments For- Pacheco Residence 5 - On 1/S-2,provide stirrups;at 10"c.c.in lieu of 18". Column should be identified as 8 x 12 column with 4#5 and#3 ties at 8"c.c. Specify the joist strap.. Response: Provided as per comment. 6 - On 2/S-2,this is noted on plan and elevation as 1/S-3—coordinate. Identify horizontal joint reinforcing. Note says existing concrete tie beam to remain? This is a new wall? Response: Structural sheets were coordinated as per comment. Sincerely, Douglas o For Arba Engineering,Inc. AA/rn C:/AA/ResponseToStructundComments/PachecoRes. Miami Shares Village Building Department 1{�SO A enc M� F 31.18 Tell O5) 9S 04 Fall OS) SG 8972 F 4 Copy I'er%*No. �►Job N"e e 2 Avt . STRUCT�iL CRITIQUE SHEET e'f/ '� /©cam a i? C1 n '' r ur d°�sa, fid'' e► :; �f'► Affd4. 4&114hinr, � S�iv�,,.w rte• 4r e,�, .;� I. MAIPAg. Id�N ft S b� a - ar► o '�O a f�G •� fiv � . Gr1l - O T� est yX�S GD/?G. ]` ' �S �►�, :. s s a '•r 5 f a 1 4 ' to • Inspection Worksheet Miami Shores Village i a i 10050 N.E.2nd Avenue Miami Shores, FL L Phone: (305)795-2204 Fax: (305)756-8972 5 a Inspection Date: 07/31/20066p 1 Permit Type: Residential Construction Inspector. Grande,Claudio Inspection Type: Wire Lathe Owner: PACHECO,CHRISTINE Work Classification: Addition Job Address: 10418 2 Avenue NE Miami Shores Village,FL 33138- Phone Number (30591-5584 Parcel Number 1121360130640 Project: <NONE> Block: Lot: Contractor. ORONI INC Phone: (305)685-0412 Building Department Comments � Inspector Comments Passed Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Friday,July 28,2006 Page 2 of 2 °RE$` Inspection Worksheet ` Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL � oaco� Phone: (305)795-2204 Fax: (305)756-8972 nspection Nurrtb,er:MP-2309 Kermit Number.,BP2 -1473 Inspection Date: 08/29/2006 Permit Type: Residential Construction Inspector: Grande,Claudio SP 0 1 U1 Inspection Type: Drywall Screw Owner: PACHECO,CHRISTINE Work Classification: Addition Job Address: 10418 2 Avenue NE Miami Shores Village,FL 33138- Phone Number (30591-5584 Parcel Number 1121360130640 Project. <NONE> Block: Lot: Contractor. ORONI INC Phone: (305)685-0412 Building Department Comments b Inspector Comments Passed b Failed El— Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Monday,August 28,2006 Page 2 of 2 r Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number:'IN$ 2308 Permit Number. SP2 06-1473 Inspection Date: 08/21/2006 Permit Type: Residential Construction Inspector: Grande,Claudio Inspection Type: Insulation Owner: PACHECO,CHRISTINE Mr. 2 2 10 Work Classification: Addition Job Address: 10418 2 Avenue NE Miami Shores Village,FL 33138- Phone Number (30591-5584 Parcel Number 1121360130640 Project: <NONE> Block: Lot: Contractor: ORONI INC Phone: (305)685-0412 Building Department Comments Inspector Comments Passed Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Thursday,August 17,2006 Page 1 of 2 Inspection Worksheet ' Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 06/23/2006 Permit Type: Residential Construction Inspector: Grande,Claudio - Inspection Type: Roof Trusses Owner: PACHECO, CHRISTINE Work Classification: Addition Job Address: 10418 2 Avenue NE Miami Shores Village,FL 33138- Phone Number (305)491-5584 Parcel Number 1121360130640 Project: <NONE> Block: Lot: Contractor: ORONI INC Phone: (305)685-0412 Building Department Comments Inspector Comments Passed E2r- Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Thursday,June 22, 2006 Page 1 of 2 M, • ORE$ Inspection Worksheet I M. "Wm Miami Shores Village 4�o_ 10050 N.E.2nd Avenue Miami Shores, FL LQ" M �xariivA Phone: (305)795-2204 Fax: (305)756-8972 sp bori I rrtl r �303 JUN 1 tNP rmitNurnb�r .'��"�� ' Inspection Date: 06/14/2006 Permit Type: Residential Construction Inspector: Grande,Claudio Inspection Typ • WW*Sheathing Owner: PACHECO,CHRISTINE Work Class n: Addition Job Address: 10418 2 Avenue NE Miami Shores Village,FL 33138- Phone Number (305)491-5584 Parcel Number 1121360130640 Project: <NONE> Block: Lot: Contractor: ORONI INC Phone: (305)685-0412 Building Department Comments Inspector Comments Passed Failed E]_ Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Tuesday,June 13,2006 Page 2 of 2 ' iPnr� • Inspection Worksheet Miami Shores Village ` 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)785-2204 Fax: (305)756-8872 Inspection Date: 06/12/2006 Permit Type: Residential Construction Inspector: Grande,Claudio Inspection Type: Roof Sheathing Owner: PACHECO,CHRISTINE Work Classification: Addition Job Address: 10418 2 Avenue NE Miami Shores Village,FL 33138- Phone Number (305481-5584 Parcel Number 1121360130640 Project: <NONE> Block: Lot: Contractor. ORONI INC Phone: (305)685-0412 Buliding Department Comments Inspector Commen Passed 471 U7 47 Failed (-0/ :54o J f?va Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Friday,June 8,2006 Page 1 of 2 Inspection Worksheet Miami Shores Village L . 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 r try Inspection Date: 06/12/2006 Permit Type: Residential Construction Inspector. Grande,Claudio Inspection Type: Rake Beam Owner: PACHECO,CHRISTINE Work Classification: Addition Job Address: 10418 2 Avenue NE Miami Shores Village,FL 33138- Phone Number (305)491-5584 Parcel Number 1121360130640 Project: <NONE> Block: Lot: Contractor: ORONI INC Phone: (305)685-0412 Building Department Commenter Inspector Comments Passed ot-W1 Failed E]_ Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Friday,June 9,2006 Page 2 of 2 tel, Miami Shores Village Building Department 10050 N.E2nd Avenue,Miami Shores,Florida 33138 Tel 56.8972 BUILDING Permit No. �~' DEC 205 _ 1 -73 PERNIIT APPLICATION aster Permit No. FBC 2001 L--- ------- Permit Type(circle): Building Electrical Plumbing Mechanical Roofing Owner's Name(Fee Simple Titleholder) V(0 Phone# Owner's Address city, "lan 3 y-s State Zip Tenant/Lessee Name Phone# Job Address(where the work is being done) ��7/� /l.� • �/ City Miami Shores Village County Miami-Dade h Building Historically Designated YES NO Contractor's Company Name �Q /n One- Phone# 0��°'' —70(0 3 Contractor's Address CityState Zip Q Qualifier. C1i�(��( � �•S"1 C�I(C�1� State Certificate or Registration No. Certificate of Competency No. 'ej Do®A®(0 Architect/Engineer's Name(if applicable) Phone# Gam. S Vjlue_oL- rkEo�this Type of Work.. ddition []Alteration []New ❑ Repair/Replace ❑Demolition Describe Work: �—r aylrl VV0,11- Submittal Fee$ Permit Fee$ ?,5-1) 0 / CCF$ (- 60 CO/CC. Notary$ Training/Education Fee'$ 0. �C:) Technology Fee$ (O . Scanning$ Radon$ Zoning Bond$ Code Enforcement$ Structural Plan Review.$ Total Fee Now Due$ (Continued on opposite 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 so 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: 1 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 I WROVEMENTS 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 be posted at the job site for the fast inspection which occurs seven (7) days after the building permit a issued In the abs of such posted notice, the inspection will be rov and a reinspection a will be charged Signature e Signature Owner or Agent Con or The foregoing instrument was acknowledged before me this The forego' instrument was ac owledged before nit thisZ day of .20by day of 3�LOC— .2 who is who is Hall o e or who has produced a o did take an oath. ---as i d o o did take an oath. 1%2W6 NOTARY P �� urn NOTARY PUBL nd ' #10MI 24 �A Co"XiL 2%211A6 Sign: r Sign• Print Print: �' l My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: I plans Examiner Engineer chc 05/13/03 Zoning Inspection Worksheet r Miami Shores Village Ley rY 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 02/22/2007 Permit Type: Residential Construction Inspector: Grande,Claudio Inspection Type: Final Building Owner: PACHECO, CHRISTINE Work Classification: Addition Job Address: 10418 2 Avenue NE Miami Shores Village,FL 33138 ct--�- Phone Number (305)491-5584 Parcel Number 1121360130640 Project: <NONE> Block: Lot: Contractor: ORONI INC Phone: (305)685-0412 Building Department Comments ADDITION OF NEW BEDROOM, BATHROOM, PATIO, ENTRY AND DRIVEWAY. INTERIOR REMODELING TRUSSES AND SHOP DRAWINGS FEB 2 2 Inspector Comments Passed Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Wednesday, February 21, 2007 Page 1 of 1 Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-RADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section A(General Information) Master Permit No. Process No. d 5- 1 lt'P CITY Contractors Name: Job Address:_ AL1.-:41-OW 1a Z 0"M. Roof Category Low Slope r Mechanically Fastened Tile M iv S ! pi7 �t�� I Asphaltic Shingles Metal Panel/Shingles ngle akes Prescriptive BUR-RAS 150 (� Other.I Roof Type X New Roof F Re-Rooting F Recovering r Repair F Maintenance Are there Gas Vent Stacks located on the roof? F Yes CK No If yes,what type? f— Natural F LPGX Roof System Information Low slope roof area(ft.2)�q�M. Steep Sloped area(tt-2)I Gyp S%.f-.0 Total(it.2)1 JPW e„o.VC. Section B Roof Plan Sketch Roof Pian:illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains.Include dimensions of sections and levels,clearly Identify dimensions of elevated pressure zones and location of parapets. Perimeter Width(a'): Comer Size(a'x a'): Ii 00 .} i '._! i ...b--L.�i. { 1 i i i� i '_ •l - .«... � p- _ . ... . + f + i + - •-+--r t r i Of- J. { , ` i i . C Page 2 http://www.co.miami-dade.fl.us/BLDG/ROOFING PERMITING/PERMIT APP SECTI... 3/26/2004 Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section C (Low Sloped Roof System) Fill in the Specific Roof Assembly components and Identify Manufacturer (If a component Is not used, Identify as "NA") System Manufacturer: Wood Nailer. Base Sheets)&No.of Ply(s): NOA No: D1�.0� -76 1b. % W Base Sheet Fastener/Sonding Material: Design Wind Pressures,From RAS 128 or Calculations: TtlJ t.Ap W1 l��'4 iN1t� ft�Q111l5 Pmax1: 'r? Pmax 2: --9.7 Ply Sheets) Pmax3: -0 .64 'S 2.We% Wt Ply Sheet Fastener/Bonding Material: Maximum Design Pressure,From the Specific NOA System: -"(00.0 OMPM, AbVM Atr. Drip Edge Size&Gauge: "face 26 ga, .1 Dark type; 5/8-Plywood 7.:.I •These decks require a faetener pull test by Drip Edge Material Type: Gaivinlzed Metal an approved test labratory Other Deck Type: Hook Strip/Cleat gauge or weight N/A Joist Spacing: Coping Metal: AIR. Top Ply:I CAP W&W Slope: ;12 Top Ply Fastening/Bonding Material: Anchor/Base Sheet&No.of Piy(s): "Oplix #40C CAOM". ��� SurfacJng: An:dwr/Bas Sheet Fastener/B_onding_Materlai: �)A FASTENER SPACING FOR BASESHEET ATTACHMENT Insulation Base Layer/Size&Thickness: Fastener T J p�A 1 '/a"R.S. Nails ., Base Insulation Fastener/Bonding Material: oil% Alternate Fasteners:f Top Insulation Fastener/Bonding Material: 1.Field: d 4 "O/c 0 laps&r rows @ I o1c Insulation Top Layer/Size&Thickness: 2.Perimeter. °o%(�laps& rows(d� "o/c N�► 3.Comers:-0/c a laps& rows(d? -o/c NUMBER OF FASTENERS PER INSULATION BOARD Field:F Perimeter. N p Comer. r Page 3 httP://www.co.miami-dade.fl.us/BLDG/ROOFING PERMITING/SECTION C_4.HTML 3/26/2004 Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminabons/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS-111 and Chapter 16. yy - Rsp cr P"@tWat Height A )rt been Roof Hei&�1.�Ft. Page 3a http://www.co.miami-dade.fl.usBLDG/ROOFING PERMITING/SECTION_C_4 2.HTML 3/26/2004 Page 1 of I High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section D(Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number.l ,�`!2ci .D �c Minimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations): P 1.F-7-44-13 2• Q2.Ql P 3• IT-Qil Maximum Design Wind Pressures,(From the PCA Specific system): Sloped System Description Deck Type; 5/8" Plywood Alternate Deck Type: NIA Underlayment type: W&4 1>22& -TFit1r•(30 Insulation/Fire Barter Board: 1 � Optional N`ailabble Substrate: 1� NI Fasteners A Cap Sheet Type/Adhesive Type: x'114 L•7 C j ATN -b 249 ; Roof Covering: Tt c,�tGIk%% a C4P1K (Alts-'tflOJ Tllx Roof Slope: 712" Roof Covering Attachment Method: LIm"karm t � Roof Mean Height '� � Ridge Ventilation: Drip Edge Size&Gauge:R'face 26 ga. - Method of Tile Attachme Drip Edge Material Type: GaPnized Metal - Drip Edge Fastener Type: Alternate 711e Attachment Method: ' �g• ^ �p 10-0. Clip Spacing for Metal Roof Panels Field: Perimeters: Comers: Hook Strip/Cleat ga.or weight:10A ,- Perimeter Width:9 r Page 4 http://www.co.miami-dade.fl.usBLDG/ROOFING PERMITING/SECTION D_3.HTML 3/26/2004 Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems,chose either Method 1 or 2.Compare the values for Mr with the values from W. If the Mf values are greater than or equal to the Mr values,for each aea of the roof,then the tile attachment method Is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1:F47---G- x Ao. Mg: of► f -Mr1: S-3S NOA Mf: 4 �/ P 2:F&-& x A 0.27 -Mg: Z'I.SG =Mr1: 735NOA Mf: -S P 3: -6,& x A0.iw -Mg: 1 27-Sb =Mr1: •S-35 NOA W. 5 Method 2"Simplified Tile Calculation Per Table Below" Required Moment of Resistance(Mr) From the Table Below: 1 NO f: ' Mr Required Moment Resistance* Mean Roof Height 15' 20' 25' 3 40' in Feet Roof Slope 1 1 1 1 2:12 34.4 6.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 :12 28.4 30.1 31.6 32.8 34.9 1 p 6:12 26.4 28.0 29.4 30.5 32.4 N 7:12 24.4 25.9 27.1 :28.2 30.0 *This Table must be used in conjunction with a list of moment based the systems endorsed by the Broward county Board of Rules and Appeals. Page 5 http://www.co.miami-dade.fl.usBLDG/ROOFING PERMITING/SECTION E 3.HTM 3/26/2004 HIGH VELOCITY HURRICANE ZONES SE MON OAVNEltS NOTI I ICATIOi`i FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is'the responsibility of the roofing contractor to provide the owner w' the required roofing permit, and to explain to the owner,the content of this section.. The provisions of Chapter 1S of the Florlda Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of tite agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that tine item has been explained. _...,.__1. Aesthetics.lVotkmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that'the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions.Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be hd�dressed as part of the agreement between the owner and the contractor. �^ 2. Renalling Wood Decl;s: When replacing roofrn t he be renailed in accordance with the current provisions of Chapter 6(High�Velocity Hurricane Zones) l)ofta Floisting wood ro6f deck may* have rida Building Code. (The roof deck.is usually concealed prior to removing the existing roof system). __�L3. Common Roofs: Common roofs are those which haven ^lc delineation p ring units (i.e. townhouses, condominiums, etc.). In buildings with conu-non roofs, the-roofingt contractori�aneigbnd/ or owner should notify the occupants of adjacent units of roofing work to be performed. 4.Exposed Ceilings: Exposed, open beam ceilings'are where the underside of t he roof dcking be viewed from below. The owner may wish to maintain the architectural appearance, th •efore,roofing can penetrations of the underside of the decking may not be acceptable:. The Florida BuildingCode provides the option of maintaining this appearance. 5. PondIrtg '�Vater: The current roofs stem an ` cause water to pond (accumulate) in low-lying areas of he roof Ponding of the building many not drain ion well and may distress and may require the review of a professional structural engineer. Ponding n be an nmaytsl ort ns structural life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed.-Ponding conditions should be corrected. .�,6. Overflow scuppers wall -.-'�•r •• P ( outlets). It is required that rainwater flow off sb that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions m4y block this discharge if overflow scuppers (wall outlets) arc not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code,Plumbing. 7. 'YentllalIOn: Most roof structures should have some ability'to vent natural airflow through the in erlor of the structural assembly (the building itself). The existing amount of attic ventilationshall not be reduced. It maybe beneficial to consider additional venting which can result in extending a service life of the 'roof. a�� WSactu � / o/Own 's/A a Date — -!�o Cont ctor' Sig fim CIT. Y 1"ECEOVED M Ar DE 0 2005 M I A M FQ UOPT M W-DADE TY COUN ,FLORIDA _ IMETRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE MCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-29M NOTICE OF ACCEPTANCE (NOA) Santafe Tile Corporation 8825 NW 9e Street Medley,FL 33178 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 the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHI). 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 AHI 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:Santafe Spanish IS,Clay Roof Tile 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 Sled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#00-1212.06 and consists of pages 1 through 5. The submitted documentation was reviewed by Frank Zuloaga,RRC NOA No.:03-1125.03 Eaphntion Date: 02101M Approval Date: 03/25/04 NO 66 00 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Cateaorv: Roofing Sub-Catmory: 07320 Roofing Tiles Material: Clay Deck Wood 1. SCOPE This revises a roofing system using Santa Fe"Santafe`S"Clay Roof Tile,as manufactured Santafe Tile Corporation and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements,as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Santaf6`S' Clay N/A TAS 112 One piece high profile clay roof tile equipped Roof Tile with two nail holes. For nail-on,mortar set and adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim,clay roof pieces for use at w=varies hips,rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test A.aencv Test Identifiier Test Name/Report Date The Center for Applied Engineering,Inc. 94156-8 TAS 101 Aug. 1994 94156-9 TAS 102 The Center for Applied Engineering,Inc. 25-7205-1 TAS 101 March 1995 The Center for Applied Engineering,Inc. Project:07-074)0-91 TAS 100 Sept. 1994 (307023) Redland Technologies 7161-03 TAS 108 Dec. 1991 Appendix II (Nail-On) Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) Redland Technologies P 0402 Withdrawal Resistance Sept. 1993 ' Testing of Screw vs smooth shank nails m NOA No.:03-1125.03 Eipication Date: 02101/06 Approval Date: 03/25!04 Page 2 of 5 Test Aaencv Test Identifier Test Name/Renort Date Redland Technologies P 0647-01 TAS 108 Aug. 1994 (Mortar Set) Redland Technologies P 0631-01 PA 108 July. 1994 (Mortar Set) Celotex Corporation Testing Services 520305-01 thru 05 PA 102 June 1999 IBA Consultants,Inc. 2353-4 Restoring Moment Aug. 1999 PRI Asphalt Technologies,Inc. SFTC-003-02-01 TAS 101 12/06/02 IBA Consultants,Inc. 2353-70 TAS 101 09/22/03 IBA Consultants,Inc. 2353-71 TAS 101 09/22/03 3. LOWATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 33 Applicant sball retain the services of a Nfiaani Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112,appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30190 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Santafe 'S' and its components shall be installed in strict compliance with Roofing Application Standard RAS 1 t8,RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(VI)and Dimensions(I x w) Tile Profile Welght-W(lbf) Length-1(ft) Width-w(ft) Santafe'S' 1 6.7 1.5 0.958 Table 2: rodynamic Multi 1 ers- 7110 A.(ft x(ft) Profile Batten Application Direct Deck ' Santafe'S' 0.274 0.297 A NOA No.:03.1125.03 Expiration Date: 02/01106 Ofts Approval Date: 03/25/04 qW Page 3 of 5 Table 3: RestoringMoments due to Gravity-M ft I Tile 2":12" 3":12" 4":12" 5":12" 611:12" 7":12" or Profile greater Battens Direct Battens Direct Battens Dirt Battens Direct Batters;I Direct Battens Direct Deck Deck Deck I Deck I Deck Deck Santafe'S' 5.93 15.90 1 5.85 1 5.82 1 5.73 5.69 1 5.56 15.53 5.32 15.29 1 5.03 WA Table 4: Attachment Resistance Expressed as a Moment-Mi(ft Ib f) for Nall-On tams Tile Profile Fastener Type Direct Deck Battens Santafe'S' 2-12d Ring Shank Nails 21.8 WA One#8 Screw 29.16 WA Two#8 Screws 38.28 WA One#8 Screw w/CII 57.31 WA Two#8 Screws w/Clip 61.77 1. Approved screws as noted'Product manufactured by others'. Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Santafe'S' Tile Bond 38.9 Polyfoam Polypro AH 1607"" 28.5° 2 See manufactures component approval for installation requirements. 3 Flexible Product Inc.Average weight per patty 10.4 grarns. 4 Po oam Product Inc.Average wel ht per patty 9.4 grarns. Table 5A: Attachment Resistance Expressed as a Moment-Mf(ft4bf) for Sin le Patty Adhesive Set Systems Tile Tfle Application Minimum Attachment Profile Resistance Santafe'S' Polyfoam Polypro AH 160Tm 63. Po oam Polypro AH 1 60T 61.9 5 Padplacement of 63 grarns of Polypro AH 160x"". 8 Paddy placement of 24 ararns of Polypro AH 160M. S. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo,or following statement: "Miami-Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following. 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. r NOA No.:03-1125.03 Expiration Date: 02/01/06 Approval Date: 03/25/04 Page 4 of 5 PROFILE DRAWING 01. L SANTAFt"SANTAFE S" CLAY ROOF TILE END OYTERS ACCEPTANCE NOA No.:03-1125.03 Expiration Date: 02101/06 Approval Date: 03!25/04 Page 5 of 5 L, M I A M MIAMI DADE COUNTY,FLORIDA _ METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADR FLAGLER BUILDING 140 WEST FLAGLER 3TRE917,SUITE 1603 MIAMI,FLORIDA 33130.1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901 FAX(305)375-29M Tamko Roofing Products,Inc. CONTRACTOR LICENSING SECTION 220 West Fourth Street (305)375-2527 FAX(305)375-2558 Joplin,MO 64804 CONTRACTOR ENFORCEMENT DIVISION (305)375-2966 FAX(305)375-2908 PRODUCT COn I'ROL DIVISION Your application for Notice of Acceptance(NOA)of: (308)375-29(1' FAX(308)372.6339 Tamko BUR Roof System over Wood Deck under Chapter 8 of the Code of Miami-Dade County governing the use of Alternate Materials and Types of Construction,and completely described herein,has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office(BCCO)under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this Product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use Of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0508.01 EXPIRES• 08!23/2006 Raul Rodriguez Chief Product Control Division • THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL. CONDITIONS BUILDING CODE&PRODUCT REVIEW COhffW EE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set forth above. Francisco J.Quintana,R.A. Director Miami-Dade County APPROVED: 08123/2001 Building Code Compliance Office r 1�504500011pe2000%wnplaoasV"k.aaepta=cover page,dot Internet mail address:postmaster@buildingcodeonline.com Homepage:http://www.buildingeodconline.com ��� ��, '��zV � , _ � G TAMKO ROOFING PRODUCTS,INC. Acceptance No:01-0508.01 ROOFING ASSEMBLY APPROVAL Category: Roofing Approval Date:August 23,2001 Sub=Categgrv: Built-up Roofing Expiration Date:August 23,2006 Deck Tvae: Wood Mum Design Pressure -60 psf Fire Classification: See General Limitation#1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Awaplan 170 FR Roll weight:99 lbs.; ASTM D 6164 A 180 g/ma polyester reinforccd SBS 33' 11"x39 3/8' Type I modified bitumen membrane surfaced with granules and treated for additional fire resistance. Applied in hot asphalt or cold adhesive. Awaplan 170Tm Roll weight:98 lbs.; ASTM D 6164 A 180 gW polyester reinforced SBS 33' 11"x 39 3/g" Type I modified bitumen membrane surraced with granules. Applied in hot asphalt or cold adhesive. Awaplan Heat Roll weight:96 lbs.; ASTM D 6164 A 250 gW polyester reinforced SBS Weldingm 25'5"x 39'/a" Type II modified bitumen membrane surfaced with granules. Applied by torch and also used as a walkway material. Awaplan Premium Roll weight: 101 ASTM D 6164 A 250 g1W polyester reinforced modified FRT" lbs.;33' 11"x 39 Type Ti bitumen membrane surfaced with 3/8" granules. Applied by hot asphalt and also used as a walkway material. Awaplan PremiumTm Roll weight: 101 ASTM D 6164 A 250 g/ma polyester reinforced SBS lbs.;33' 11"x 393/g" Type II modified bitumen membrane surf aced with granules. Applied in hot asphalt or cold adhesive,and also used as a walkway material. Awaflex Roll weight:76 lbs; ASTM D 5147 SHS modified cap sheet constructed with a 33'x 39-3/8" 155gmhn'non-woven polyester mat saturated with asphalt,coated on both sides with SBS rubber modified asphalt and surfaced with ceramic granules for UV protection. Awaflex FR Roll weight:76 lbs; ASTM D 5147 SBS FR modified cap sheet constructed 33'x 39-3/8" with a 155gm/m2 non-woven polyester mat saturated with asphalt,coated on both sides with SBS rubber modified asphalt, FR treated,and surfaced with ceramic granules for UV protection. Page 2 Frank Zuloaga,RRC Roofing Product Control Examiner TAMKO ROOFING PRODUCTS,INC. Acceptance No:01-0508.01 Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E: Base Sheet mechanically attached. All General and System Limitations apply. Base Sheet: One ply of Tamko Glass-Base,Vapor-Chan or Base-N-PIy fastened to the deck as described below: Fastening: (Option#1)Attach base sheet using 11 ga.annular ring shank nails and 1-5/8" diameter tin caps spaced 9"o.c.in a 4"Iap and 9"o.c.in two staggered rows in the center of the sheet. (Meets S2.5 psf,See General Limitation#7.) (Option#2)Attach base sheet using CF Dekfast or#14 Dekfast Fasteners with CF Hex Plates, SFS #12 or FID Insulfixx S, or Buildex Accutrac Fasteners and 3" Square Plates spaced 12"o.c. in a 4"lap and 12"o.c. in two staggered rows in the center of the sheet. (Meets—60.0 psf,See General Limitation#7.) Ply Sheet: Two or more plies of Tam-Glass Premium®or Tam Ply IV ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbsJsq. Cap Sheet: (Optional) One ply of Tam-Cap®adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq.. (See Tamko application instructions for approved method of installation). Surfacing: (Required if no cap sheet is used) Install one of the following: 1. 1-1 V2 gallons fibered aluminum coating per square(Tropical Asphalt Products AlumaBrite 120,Tam-Pro FR Aluminum Roof Coating),3 gallons emulsion roof coating per square,or asphalt surface at an application rate of 20-25 lbsJsq.. Coatings shall be applied according to the manufacturers' recommendations regarding specific application rates and weathering. 2. Flood coat with an application rate of 60 lbsJsq.; plus gravel or slag with an application rate of 400 or 300 lbsJsq.respectively. Maximum Design Pressure: See Base Sheet Fastening Options above r Page 17 Frank Zuloaga,RRC Roofing Product Control Examiner TAMKO ROOFTNG PRODUCTS,INC. Acceptance No:01-0508.01 WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq.,or mechanically attached using the fastening pattom of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8"ribbons in three rows,one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall he at a minimum rate of 12 IbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psi: 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F)value of 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested,are below 275 lbf.insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field,perimeters,and corners). Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) Page I8 Frank Zuloaga,RRC Roofing Product Control Examiner TGFU.R3225 - Roofing Systems Page 1 of 4 Undew Iters Laboratories Inc. TGFU.R3225 Roofing Systems Page Bottom Questions? Previous Page Roofing Systems Guide Information TAMKO ROOFING PRODUCTS INC R3225 601 N HIGH ST JOPLIN, MO 64801 USA For Uplift Resistance Classifications,See TGIK Found in this Directory. Pittsburg-Corning foam glass insulation is a suitable alternative for use in any of the following roofing systems. "Awaplan 170"is a suitable alternate for"Awaplan Premium" in any of the following roofing systems using "Awaplan Premium". 1 in. min tongue and groove board is a suitable alternate for 1/2 in. plywood decks with gill joints blocked. "Versa-Base" or "Versa-Base FR" are suitable alternates for the first base sheet in any of the following roofing systems. "Awaplan Premium"is a suitable alternate for"Awaplan Versa-Smooth" in any of the "Awaplan" systems listed below. Awaflex FR is a suitable alternate for Awaplan 170 in any of the following roofing systems. Polyisocyanurate and Polystyrene insulation can be used in any of the following insulated noncombustible systems when covered with a min thickness of 1/2 in. perlite or wood fiber board. "AwaFlex" is a suitable alternate for"Awaplan 170" in any of the following systems. "Awaplan Heat Weld" is a suitable alternate for"Awaplan Premium" and "Awaplan Versa Flex" is a suitable alternate to "Awaplan Versa Smooth". "Awaflex FR" is a suitable alternate to "Awaplan 170 FR" in any applicable noncombustible http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=... 10/26/2004 'TGFU.R3225 - Roofing Systems Page 2 of 4 Classification. "Tam Pro Fibered Emulsion" is acceptable for use in any of the following systems which utilize an emulsion roof coating. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT "Tam-Ply IV"ply sheet can replace "Tam-Glass Premium" in the following Class A, B or C roofing systems. "Vapor Chan"venting base sheet can replace "Glass-Base" base sheet in the following Class A, B or C roofing systems when limited to noncombustible decks. "Base-N-Ply"is a suitable alternate to "Glass-Base" in any of the following systems. "MasterSmooth"is a suitable alternate to "43#Base Sheet" in any of the following systems. The following noncombustible systems may be installed over a min 1/2 Type X gypsum board mechanically fastened to a combustible deck for the rating to be maintained. Unless otherwise indicated,these constructions may utilize any thickness of perlite,glass fiber, polyurethane, isocyanurate,combination isocyanurate/perlite or polyurethane/perlite insulation hot mopped or nailed. Wood fiber insulation is a suitable substitute on noncombustible decks only. M-3 adhesive may be utilized in any of the following noncombustible roof deck systems. Class A 1. Deck: NC Incline: 3 Base Sheet(Optional): One or more layers Vent-Ply,hot mopped in place. Ply Sheets: Three layers Type 15 perforated asphalt organic felt("Tri-Six" ) or lour layers conventional Type 15 perforated asphalt organic felt,hot mopped at 25 lb/sq/layer. Surfacing: Gravel. crushed stone or slag. 2. Deck: C-15/32 Incline: 1 Base Sheet: Type 15 asphalt organic felt base sheet,hot mopped. Ply Sheets: Three layers Type 15 perforated asphalt organic felt,hot mopped. Surfacing: Gravel, crushed stone or slag. 3. Deck: C-15/32 Incline: 3 Base Sheet: Type G2 "Glass Base", "Tam Ply IV", "Vapor Chan", "43 lb Base Sheet" or"Tam- Glass Premium", hot mopped or nailed. Ply Sheets: Min two layers Type G1 "Tam-Glass Premium" or "Tam-Ply IV",hot mopped. Surfacing: Gravel in a flood coat of hot roofing asphalt at 60 lb/sq. http://database.ul.com/egi-bin/XYV/template/LISEXT/1 FRAME/showpage.htmName—... 10/26/2004 TGFU.R3225 - Roofing Systems Page 3 of 4 4. Deck: NC Incline: 3 Base Sheet: Type G 1 "Tam-Glass Premium" or"Tam-Ply IV" ply sheet or Type G2 "Vent-Ply" base sheet,hot mopped or nailed. Ply Sheets: Min 2 layers Type G1 "Tam-Glass Premium" or"Tam-Ply IV",hot mopped. Surfacing: Gravel in a flood coat of hot roofing asphalt at 60 lb/sq. 5. Deck: C-15/32 Incline: 3 Insulation: 1 in. min glass fiber or perlite,nailed or sprinkle mopped. Base Sheet(Optional): Type G2 base sheet, "43 lb. Base Sheet", "Glass-Base" or "Vent-Ply" or Type G ply sheet, "Tam-Glass Premium" or"Tam-Ply IV",hot mopped or nailed. Ply Sheets: 3 layers Type G1 "Tam-Glass Premium" or"Tam-Ply IV",hot mopped. Surfacing: Gravel in a flood coat of hot roofing asphalt at 60 Ib/sq. 6. Deck: NC Incline: 1-1/2 Base Sheet: Type G2 "Glass-Base", "Tam-Glass Premium" or"Tam-Ply IV",hot mopped. Ply Sheets: Two or more layers Type G1 "Tam-Glass Premium" or "Tam Ply IV". ]lot mopped. Surfacing: Type G3 "Tam-Cap", hot mopped. 7. Deck: NC Incline: 2 Insulation(Optional): 1-5/16-3-1/4 in. max. in. glass fiber perlite or woodfiber. isocyanurate sprinkle mopped. Base Sheet(Optional): One or more Type G2 "Vent-Ply", "Vapor-Chan" ;Type G I "Tam-Glass Premium", "Tam-Ply IV" or"Glass-Base",hot mopped. Ply Sheets: One layer"Awaplan Versa-Smooth" surface(modified bitumen),hot mopped or heat fused. Surfacing: Type G3 "Tam-Cap",hot mopped. 8. Deck: C-15/32 Incline: 1/4 Base Sheet: Type 15 "43#Base Sheet", Type GI "Tam-Glass Premium", "Tam-PIPJ IV""Glass- Base"•nailed. Ply Sheets: Two or more layers Type G1 "Tam-Glass Premium" or"Tam-Ply IV", hot mopped. Surfacing: Type G3 "Tam-Cap",hot mopped. 9. Deck: C-15/32 Incline: 1 r Base Sheet: One or more layers Type G2 "Glass-Base", "Versa-Base" or"Vapor-Chan", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers Type G1 "Tam-Ply IV" or"Tam-Glass Premium". Iiot mopped in place. Cap Sheet: Type G3 "Tam-Cap",hot mopped in place. 10. Deck: C-15/32 Incline: 2 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=... 10/26/2004 TGFU.P.3225 - Roofing Systems Page 4 of 4 Base Sheet: One or more layers Type 15 "43#Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet: Two or more plies Type GI "Tam-Ply IV" or "Tam-Glass Premium", but mopped in place. Cap Sheet: Type G3 "Tam-Cap",hot mopped in place. 11. Deck: C-15/32 Incline: 2 Insulation(Optional): Perlite 3/4 in.thick min. or polyisocyanurate,2 in. thick min. Base Sheet: One or more layers Type G2 "Glass-Base", "Versa-Base" or"Vapor-Chan", hot mopped or mechanically fastened in place. Membrane: One layer"Awaplan Versa-Smooth" (modified bitumen),hot mopped or heat welded. Cap Sheet: Type G3 "Tam-Cap",hot mopped in place. 12. Deck: NC Incline: 3 Base Sheet: One or more plies "Tam-Ply IV",hot mopped or mechanically fastened. Ply Sheets: One or more plies "Tam-Ply IV",hot mopped or mechanically fastened. Surfacing: Gravel, crushed stone or crushed slag, in a flood coat of hot roofing asphalt. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=... 10/26/2004 1 1•'I.A� {./�i v r ur�wvuu ' POLYPOAN PRODUCTS113C• MON wo&4 PAZ $64 s78 1042 ► MIAMI-DADS COUNTY. FLORIDA MIAMI ' METRO-DADS nAGLER BUILDING BUILDING CODC CohIPt.ANCE arrict • - r4LrrR04AD5 FLOWL1rR BUILDIT40 j40 wG5't'FIwAGI.>:R VRW' -5=1603 . - MIAML FLOWDA 3310-IS63 j"�.ODU CaN�ItO NC?'i'�,CC OF � P'T'AI�FCE � 0023754901 FAxc�c+s�37sa�xla cofft"virA Itmwc;xlC0111 Poyfatu3todacS, Inc. tAx00ir5405 ? qo$prng. tuebAoe P-41113 Spl-inE ATX 77383-1132 ' i C�IN'Mle.tC t)"t O OII6FAX I rSi 37.%-VU ' , exanuCTCON•tw01.aIYISIorr "$."a VAX 00013734330 yr..sppliCaLton forNot'ioo o€Acwptanca(NOA)aP: Twa Ca,alpane>nt palyurethena Foam,Adhesive under Chapter 8 of the Cade of Mitlmi-Dade County govcining the use of AUdnuue Materials arld'Types of 'ConstnletioN and completely described herein,has been reeommeaded for accppM A00 by the Miami-Dad lt County Suild4v Code Coraplis►nre Offiec(&CCOY un4cr the conditions specified htroin. This NOA shall not be valid aftr the Mimcion date stated below. BCCO reservrs dw eight to secure this product or material at m t ma from a jobsite or pmuf4cwrces plant for qualIty control toting. If'Ws product or terlal Falls to perform in the approved umnaer. BCCO may �bke modify'-Or suspend the use of such product or u%utcrW lmmedl2101y. BCCO re�scryes th* iri0ht to r,evolta chis opprovW' if it is detewtined by BCCO cleat this product or matmrwl fails,to meat the rcglticaoacnts of lite South Fiarida Budding Code. ; 1`hd expense of such testing will6s.-Incurred by the manuAmumr- , ACCEPTANCE NO,: 0 r0S140% EXptt� a n oo • j Ra1It'Rodrigu • wor Product control Division t 71153M. 7F1 . nn t N c Ct n t".NF • CODIX um—PIN-0 CODE& *"TOLD-ju 'TAryur"w co ' This application for P=dlict Approval has been mviewed by tlje iiCCO od approvedunder bthe Conditionsn p. Code and Product Review Committee to be used III"amt-Dade County,Fl tid et forth above. . (a • f:rans�sco!.Qullttnea.R.A. • � Director Minnli-Dade County ' . 130ding Cody Coniplisnca 01rr•e APPROVED: 411i .of-a' , WO�S00011p�'L000►lmeetptttas � P °c~0atrrdme W0 8 l £00z ZZ 9 (3ti1) 04/2110,' XON 1.1:54 PAZ 994 $78 1042 PO OAX PRODUCTS.INC. . t�{aoa PgLy am Prod th. Q- i ACCEIPTANCIC Na. . 91.0321_b2 ROOFING AMEMLY APPROVAL ' a o • Rooflus t i Approval Data;J-n....na 1_4x;001 * .t �yg Rpp f Tilc Adhrsivn - : I L-r.Pim int O.tua Ms�t 'ate Polyurdhanc . 1. SCOPE Thi$ approves Palypr**Ali 160 as mnnufkausug by Palyfamm Prvduats,tsG tis• . described inSeotlon 2 of tits Notice ofAccaOuvi= For lite lacations;whQre the design Plum requ'tc+etnmob,as determined by mtpplicalile Wilding wade, dabs not exceAd the design pressure values obtained by calculations la compliance wish R00509 Applieaiiaa Standard LkS 127,for use with approved tint.law; and high protilo doorfrMcs system using • PolyproS AH 160.Wbere the aruchmaat caloalatiens ara done as%L moment based system for single petty plgcament,and as an uplift basad system for double pally systems 2. PRODUCT DESCRIPTION . ManufacacradDy Test Pralnat Apgfta ' '1?imo aim' Sf acs i�,radons DIW&dpjl Falypeodb AR160 N!A PA 101 ; Two component . palyurotJ�ato Foampro6�RTR1004 N/A wo Ctquipmctu • t . PrePackO 30$ 100 NIA Isispatsing Equipntont 2.1 Componears or pkaducts mantubetured by others: Any MLatui-Dade Couniy Pmduet Control Aeaoplod RoorTilo AFsombly leaving a cumni NOA +rhich list uplift rWLAanco valves%viUt the use of Polypro illi r60 martlWadhcaive- t 2.2 'R'yhieal Phy4cal Properdes: EMUMIX t • Dansity ASTM D 1622 1.6 lbsJ(V Gompmssive ASTM D 1621 •18•PSI'Puallal to rise . Strength . 112 Psi to rise T4nsile Stmngth ASTM D 1623 23'PSi•PaM1e1 to risa. Wator absorption ASTM 0 2127 0.09 LbsJFi;= Moh"M Vapor ASTM E 96 3.1 Perin I trach Trunamiasion I ' t) • Ditn"onol ASTM V 2126 +0.07'A Volume Clumso is-•400 F.. Stability weeks r 40%Volume Gran iluluic{ity.2�vauks . . Prodwt COMMI Z%Amincr• 2 ke • woa� Z d 9 tl lStt t�S 'ON/0£ t 1 '1S/1 S L 4 £OOZ tZ (3n) a!d/21/03 Y4N 11:II6 PAIL 05A 678 1042 POLYFOAN PRODUCTS.1NC. Q004 PulrA�CCE16TANCE No. : $ - . .fie �iist3i �agC�.lt.�.�f1C. ' Noto: "Cha physical peapod'w ratnd above are p m*Aied qz t"Iyio t aysrng*vatuss as deter mined by. accepted ASTM gest ntethods.end ure subject to noraml utanttfactuiring varlatioa. 3. LIMITATIONS ' 3.1• Circ da34ficwion is not part of tis acceptance. War to'thc'Praparcd Roof"C'ilc Assembly for lira rating, 3.2 Polypro®ARI 60 sliall solely be used;with Out, low, & high the peortles. 3.3 Minimum undcrtayu,cttts sttull ba is Compliance with the Roofing Applicaion Standard ELAS 120. 3.4 Roof t'ilo auvAufaotures acquiring accesptanco for the ue4 oFpolyproco AR do roof the adhesive with their We assemblies shall test in accordance with PA 10 t. • 3.5 Roof Tile manuractures acquiring acceptance for two pad4y placement with the Usa ofPolyproQ AEt160 roof fila adhesive with their the assemblies shall test in accordance witb PA 101 and with section 10.4 ss modified herein. . w Nis l 4, INSrAL"TION 4.1 PolyproOD AH160'mgy be used with any roof tole assembly havinG a current NOA that loses Uptick railstanae values with the use of PolyproG AR 160. 4.2 PotyproG AN160 shall be applied in oompliunci with the Component Application unction rind tits corresponding Placeftwt DetAlls natcd pertain..The roof the assembly's adhesive attachment with the use orPalypro@ Ali 160 shall provide sutixclent aitaclTment resistance, gcpresscd as an uplift based system, to moot or eased i6n clpliR rr:sistanm drmermined In complla�cc with hdlami-bside County lkoofing Application Standards PAS 127. The adhoslvo attachment data Is noted in the roof tle assembly NO;k 4.3 PolyproV AM 160 roof the adhesive acid its cottmpancnts shall be installed in aaveedoewa•with rcQQj1 g espplioa►ton Ckass%lcud RA3 IZO, and�olyroarn Products, tmr.. PolyproS AH160 Operating instruction attd maintenance B001016t. 4.4 installation must be by a Factory Trained 'Qualifted Applicatat'.appfoved and licortsod by Polylbm Products, Inc. Polyfoaln Products Inc, shall supPlY a list of approved applicators to the authority havinS)urisdicfion. 4.S Calibration of the FaamproO dispensing cquipmeet is rsquirad peforc application of any adhesive. The mix ratio betweeti the "A" component and tiie"B" component shall be maintained between 1.0-I.IS (A) : 1.0(B). The dispense tither shall be set to deliver o.©t 75 too S pounds per cite as determined at calibration. No 01her setting shall be approyed. 4.6polypraQ AR160 shall be applied with Fa4mpro RTC1000 or ProPsak®30& 100 dispensing equipment only. t . 43 PolyproG Ai•it60 shail trot tic cacposac-pertttalls:ntly to stunt .: Frank 75u1 RRC Product Control F_=Qincr .3 W4a� 8 d 9ltt£�Ztt� 'ON/0£: tl '1S/t£: lt SOOZ LZ 9 (3f11) . b.JYtP MUS UKLANVU rwt rr ii rjo 0¢/21/03 idON 11.-35 FAIL 934 578 1042 POLYFOAB PRODUCTS,INC. boas • Petvl'aatn Products, I-OC ' ACCEPTAMCE No. ; O1-OS21.—a 4-2 Titins wain he adhared in freshly aApRed 4dht slve. 'riles must b�•set within 2 to•3 minutes oFter Polypra®AH 160 NX bacn:41spersed. 4.9 PolyproO ASI 1 W piaeomcnt.and YnWMu'M patty weight shall be in accordance with the'Placcinent Octaila'herein, Each sertctrir.til-.profile requiros the specific placemaht noted herein. o ' Table Is Atittesive Plncemenl P'or Ensl� Geucric Mile raGile TUOraMe PlAft-111411e Slit glc Paddy weir tit ;Twu Paddy wc;0- st Detall ; Mutt. (grams) per paddy Min. mm- FIAL Iflidl Profiles. #t 3.7 N/A High Prof 1e(2 Pkcc Bi rror7/sift on cap and , N/A � 341 an Fiat. Low Cil 1t Prof 11= #2 24 N/A !'lac, low.Hi li PrDma 03 B S. LABELING An Potypro®ARtGo containers shall comply with the Standard Cpnddans listed herein. 6. BUtL,DrNG PERMIT rtEOUfRCMMEN'TS ' 6.1 As t'equuzd by the Building Official or applicable Bull4ag Code in order to properly evaluate the installation ofthis system. a t Crank Zutoaga.RRC pnoduat Coturol Fwall1w t d s tt ts�z t t5 •orvios t i 'i s�zs: t t soon 1z 9 OU) W044 . r. �.'. ..wvJ +�..-+i JVJVVVJJJV UI[LHIYLU t'At2t, nbi ZJy g*IXVUZ AtNP i1:66 FAS 064 6T8 1042 P,OLYrOj�x 71toDUCTs►IMC. .tMit,., ;olvf�oam prad_.aM nc. . , ACCE,PTAKCE No. ; 0101 ADHESIVE I't;A tEwiEN"r ID MAIL I SINCLF PATTY ' wan*ne494Mo ► a�►l I I tu+crArwA�dHuaw� ► to irk unaalhvw� 7WWO , { • iort. - , F�ali �,�,�y fifeY t eewwa+f¢ k1,+eaunt wir: boom �Cl:aei �w�liw�pres � � O�MN fhwMmrnpMkt lhiaea�dutkc+�rn1 �M1�•.sw�t} nN�de Aamul.�w lthim swv raauo.o�r�caru� � Y�waial�atlsmoarel�bwl6 na.ryw.q �bwM�r�t�M�1�Gn��� .1 t d 1a L I ' KM/S�IMNIL Rlifh �111uh � i i1N�ilAa ' i 4M WTw lea 41A oaaai�w'�dd 0/w�w � fis�aa�wai /YIi111Nt�f+r. . 61w dm�n Mor i� 0•Mur•1ar�1 ' i i • rran1:ZU14ap, RRC Pirodaac Cnuucrot amninar 9 d I6 Eooz za s Oni) woa� b5/1//111F�.� 1:L:4L .�YJ�bt3�37��n lJJ[LftiIYLU •,•••�. "•• „-' POLVQAX PRODUCr$.INC. 0007 of/2xiO3 YON 11:as FSA][ 9ba 57a ioaz .,.� , . PotvP, a I Prod„ UcgBC. ACCEPTANCE No. : MAR OZ ADHESIVE PLACENIENT DF.- A1L 2 SINdLE 1xA't"1'Y x�tt gaouAn►a�t�su.rst �,�,ee�►IB�ne�htn=j x�U�0�0� eugM hddr(�►ril flub ' waobds • Fin 9901 haw dorm. _ +�M �Clamt K�t1 tlreu�b pt�PC ccwcm • 7bt d�IN EMOOKM . . gisrst } r Product.Control 6=1raner 6 W094 9 d 9 UigWl 19 'ON/OE; l 1 '18/3£: £Ooz Lz c (3(111 FROM (TUE) 5 27 2003 11 :33AT• 11 :30/N0. 5112481716 P 7 ' L aaupa-2 ialuon;"nod JUN ' I I r 1 � � A r w4 ame APPII IOW apoetd ► NSR mom ' '4t1f'Igt I �M��IS ot U0I Pad ppa0 off lY0•i w"All u• aft M Cx o+�a Appgt os�r . (sip j•pmo u r'°rtawt= IOU 061 WIM104 Appld$19010 1 {out uo►hV•d ous nova ApPod•16ull ,twuioa olid�p6Qtuyt ItaN tPf rd 1uonaoa anseld 6EnoaM1 G4I • r r I A.L.L-fa Iunoa £'tlYJ-30 LWiW2pVla 2AIS2HOV r I I 7Q•� fi+Q '� �.�. �1d.Z.dJ�7�� i "aU S *ftP W'0oJAl0d Citi � too •mi smacova irod=va apax eas >'ss xv�-oa=i� xox Co�ia�ro AR/RR �t1r1 nrti.ltdl?!n n�re000rno �..•�r nnne, + COQ L Cf.#117.i 1 Y:4G �Y15btitfy55b UKLANW PAGE 09/09 W21iO3 Yalu 1145664 $78. 1042 BOLYFOAX PRODUCTS INC. it 009 _. : P—gly am Product, ug, ACCEPTANCE No. : 01:US ,02 1. Rh�imval aF dsis Aeeeptoncc{approvaq shah bo aoitaidcred aRcr a renowal appiication has bean Alcd and die a3gioal submlm-d docurnews, inciciding teft ruppordog data, andinwririg docusngats.arc no older than ci&(3)ycaxs. . 2, Any aeul all apptovod products shali be, permam:atly labulud wilts tlx: prumracturors Patna, city, stave, and tho Polioiving statement: "MiMI-M& County Product Control Approval", or as spot0to lly srawd in ttw specif;io tandidons of this Accquanw.. 4 1 . Rcriewals of AcerpmrA;c wllt not be eonsidq d le t A. Thera has bans► a changes in the; South-Plorlda Stutding Cad* al'lising the ovaim►tion of this . product and the product is not in cornok�e:c-MLh dt*coda changes. b. Tho product it urs lougur die ssmc prod*(W0-ntiwl)as dto one.origimlly anprovad. e:. (f uw Awspranco boldor Aas nae complied with air tho re quirainow of this acalmoa:, including the corroa let miladon of thio ptndueL - d. Toe engineer who.,criginally prepaz4 aig od and saalod rise mquirod doc=c=don Initially submittCd,is no longer pmetioing dw ottgiticatring profession. , 4. Any reAslan or changes In the msre:riats, use, andfor n=0xieture of deg product or prows shalt -autotnatically be ciuso.for enrmination of this Acceptance:, unless prior -written approval bas boon requested (through flus Gliins of a revision application with %pp&pi6tq Iraq) aqd granrad by this Ot'Fw. S. Any of the:follovking shall also be grounds Fbr romoval of tills Acapmnowq a. UnotiSMMtry porfornzancc of this product or proems. b. Misuse of this AcccptNict as an w4oteowlit or any produce, ro sales. Mvertisinc or any otlur purpose, _ 6. The Notice of Aeaoptancr;ntunbar proc:dmi by the:words hrtiatai•D:ida County. Floridrt,tied followed by tlta expiration Caw tthay be displayed id adwOrthing titwaturc. If any portion or deo Notice of AtrCitptue*is displayad, tlhen it shall be dont:iq its marc lyl 7. • A copy of this Mance,as VVIt as approvadldMa inbs and othor documau,whotc it apptict,*all be provldcd to the user by the AIWA.cturer or its distributors and shall be available l'nr inspeadon at tits job site at all dela. Mic cnginwr need no;wiscal tho topics. 8. Fsihaa to comply with ally*mation of tthk Ateepttnsx shoal( be Baum for taesnkmiea and removal of . Acccpmea, t 9. mix BCotiees of Ma"twoo consists of puss 1 through 8. END OF T141S ACCEPTANCE Finak zuloaga,.RAC Product Control C=mi=r d 9 LL l£6t l l9 'OPVO£: I t •1S/££.l l £OOZ LZ 9 (W) WOU 9 1 iI `� I ,may Inspection Worksheet Miami Shores Village -mss 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 4q4 0 VU Inspection Date: 08/14/2006 Permit Type: Residential Construction Inspector Grande,Claudio 6 15M Inspection Type: Framing Owner. PACHECO,CHRISTINE Work Classification: Addition Job Address: 10418 2 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491-5584 Parcel Number 1121360130640 Project: <NONE> Block: Lot: Contractor. ORONI INC Phone: (305)685-0412 Building Department Comments Window attachment OK. Pending entry door inspection. Inspector Comments Passed Failed EJ_ Correction a Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until reinspection fee is paid. )day,August 14,2006 Pagel of 2 Receipt Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit Number: BP2005-1473 Owner Address: Invoice Number: RC-5-06-24820 10418 NE 2 AVE Applicant: CHRISTINE PACHECO MIAMI, FL 33138-2057 Company Name: Job Address: 10418 2 Avenue NE Miami Shores Village, FL33138- Date Payment Type Check Number Amount Change Friday,August 11, 2006 08/11/2006 Credit Card $41.00 $0.00 Total Payment: $41.00 Page 1 of 1