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RC-10-1083REPAIR REPLACE ALL ROOTEN AND DAMAGED WOOD ON THE ROOF AND TRUSSES IN THE GARAGE AREA Passed / Inspector Comments (1°6-- i Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 153633 Permit Number: RC -6 -10 -1083 I Inspection Date: November 23, 2010 Inspector: Bruhn, Norman Owner. MESA, MARGARITA Job Address: 10109 N MIAMI Avenue Miami Shores, FL 33150- Project: <NONE> Contractor: HOME OWNER Building Department Comments November 24, 2010 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1132060131510 Page 1 of 1 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING RO Owner's Name (Fee Simple Titleholder) Owner' -Address / "10 t n 0 • kkk City I a n L ; Sv i reS State Tenant/Lessee Name Email 1fYk. r• Architect/Engineer's Name (al':applicable) Value of Work For this Permit Type of Work: °Addition DAlteration Describe Work: * * * * * ** *** *** * * * ** Submittal Fee $ Permit-Fee $ Miami Shores Village Building Department. .050 N:E.2nd Avenue, Miami Shores, Florida: 33138 Tel: (305) 795:2204 Fax: (305)156.•8972` INSPECTION'S PHONE NUMBER; (305):'1012.4949 FINE Pl o # * * * * ** CA 1 Permit No. Master Permit No. Zip: �3 1_ Phone #/ Job Address (where the work is being done) City }yliami Shores Village County ' Miami-Dade Zip FOLIO / PARCEL # * * * * * * * * * * * * * * ** CCF$ Notary $ Training/Education Fee $ l Scanning $ Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ s 6 tT - ?Ty z Is Building: Historically Designated YES. Contractor's Company Name Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone .. .. E Flood Zone Phone # Phone Square / Linear Footage ot age Of Work; 1 °New : Repairr/.Replace cO /CC $ Technology Fee $ Bond $ See Reverse side Demolition Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Stag Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or ins jllation 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 comph 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 O TAIN 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 he 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 'e approve!dd. <,nd .a reinspeection fee will be charged. wner or Agent The for oing instrument as ackn. Iedged bef• e m da o , 20 by 1 1 Aril ,.. _AWAsA A , a who is p nally known tgAlie : or who ha produced A --) ~ � # id4ntincation and who did take an oath, NOT Y PUBLIC: .„.; Sign: 114 4.,,N S Print -,L _ • , ; .,,< < , ` : o‘,. Print My Commission Expires a n .1 u�t My Commission Expires: Expires: -te * * * ** * ** * *** * * * * * *** *. * *x. *, * * **** * ** *** * * * * * *** ** * * ** *.* * * * * * * * * * * * *** * ** x * *** * * * * * *** * *. * * **4** * *:a APPROVED- BY 6 Plans Examiner (Revised 07 /10/07XRevised.06 /10/2009) Engineer Contractor .: The foregoing instrument was acknowledged before in this. �•yof ,20_;by ho is personally known to rue or who has produced as identification and who did take NOTARY PUBLIC: an 'oath.. Zoning Clerk checked 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner- builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my prope 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : / /www.mvFloridalicense.com /dbpr /pro/ • findex.html 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 'bft4 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the in ation that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 15 day of I1 , 20 10 1 1 a A i. �� Prod -e• there Lice se or 1 � �P -1 O 7. ERA V who was personally known to me or who has �2�' _ identification. NOTAR Initial Initial y/4. r 7 - 0. . T - ►.OPla% DD7 1'2011 7'1 BONDED TeRU ATLANTIC BONDliNC CO., M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER B DISCLOSURE STATEMENT G t1 Nye DATE: (( ((0 ADDRESS: (0 10 N • W , NAME: Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume thatd,.tZuilt or substantially improved it for sale or lease, which violates the exemption. 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial Initial Initial Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. June 14, 2010 Village of Miami Shores Building and Zoning Department 10050 NE 2" Avenue Miami Shores, Florida Attn: Building Official Re: Residence 10109 N. Miami Avenue Miami Shores, Florida 33150 Dear Sir; Please call if we can provide any additional information. Very tru y. • ;,� / d " and A. errs, P.E. President Permit # RF -5 -10 -821 We reviewed the addition of 2 "x4" outlookers to the existing roof framing. The 2 "x4" has been trimmed to a net dimension of 3 ". In addition, we calculated the uplift at the overhang and have determined that the overhang is limited to a maximum projection of 18" and must be spaced at 16" on center. The outlooker must lap the existing rafter by 3' -0" and nailed with 10d nails at 8 "on center staggered. SUBJECT TO COMPLIANCE WITH AU. FEDEFIAL STATE AND COl INTY RULES AND REGULATIONS Edward k LADDERS, RE. CONSULTING ENGINEERS 7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33016 * PHN: (305)823 -3938 * FAX: (305)823 -9355 ... A e 67 ' . 4r) 904:6 ... ............ ...... •• Edward A. LANDERS, RE, CONSULTING ENGINE 6, (305)823-3938 • ........ ........ _C-5t0e-tct P6E. #038398 tprfl A). 14466.4.41 Are Cirt-c--5" .... • ... d c, •■-•• ........... A r lf Calculated Parameters Importance Factor 1 1 1 Hurricane Prone Region (V >100 mph) Table 6-2 Values Alpha = 9.500 zg = I 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 C c = 0.200 I = 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: Edward A. Landers Company Name: EDWARD A. LANDERS, P.E. Description: RESIDENCE, 10109 N. MIAMI AVENUE, MIAMI SHORES, FLORIDA User Input Data Structure Type Basic Wind Speed (V) Struc Category (1, II, Ill, or I Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (E Width Paral. To Wind Dir cl Building 146 II C 1 4.0 18.4 Hipped 0.85 9.00 15.00 12.00 60.00 70.00 mph Hz :12 Deg ft ft ft ft ft Calculated Parameters Type of Structure Height/Least Horizontal Dim I 0.20 No Flexible Structure Gust Factor Category I:; Rigid Structures - Simplified Method Gust1 JFor rigid structures (Nat Freq > 1 Hz) use 0.85 0.851 Gust Factor Category 11: Rigid Structures - CompleteAnalysls Zm Izm Lzm Q Gust2 Zmin Cc * (33/z) "0.167 I *(zm/33) ^Epsilon (11(1 + * ((B +Ht) /Lzm) ^0.63))^0.5 0.925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 15.00 0.2281 427.06 0.9109 0.8781 ft ft Gust Factor Summary G (Since this is not a flexible structure the lessor of Gust1 or Gust2 are used I 0.851 Fig 6 - 5 internal Pressure Coefficients for Buildings, Gcpl Condition Gcpi Max + Max - Open Buildings Partially Enclosed Buildings Enclosed Buildings Enclosed Buildings 0.00 0.55 0.18 0,18 0.00 -0.55 -0.18 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 6/14/2010 Page No. 1 of 4 Variable Formula Value Units Elev 0 Kz Kzt qz Ib /ftA2 Pressure (Ib/f02) Topographic factor (Fig 6-4) Windward Wall* Leeward Wall Total Shear Moment +GCpI -GCpI +GCpI -GCpI +/ -Gcpi (Kip) (Kip-ft) 15 0.85 1.00 39.37 19.69 33.86 -22.71 -8.53 42.39 1 38.15 286.15 NntA. 11 Pnsitiuc fro-roe e..4 4..........4 IA... a� -- - -J . I_ __.._ . Variable Formula Value Units Kh 2.01 *(15 /zg) ^(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V) ^ 2 *I *Kh *Kht *Kd 39.37 psf Khcc Comp & Clad: Table 6 -3 Case 1 0.85 Qhcc .00256 *V ^ 2 *I *Khcc *Kht *Kd 39.37 psf WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights ces act away from the face. Figure 6 -6 - External Pressure Coefficients. Co Loads on Main Wind -Force Resisting Systems (Method 2) L z Wall Pressure Coefficients, Cp Surface Windward Wall (See Figure 6.5.12.2.1 for Pressures) Cp 0.8 Roof Pressure Coefficients, Cp Roof Area (sq. ft.) Reduction Factor 1.00 Calculations for Wind Normal to 60 ft Face Additional Runs may be req'd for other wind directions Leeward Walls (Wind Dir Normal to 60 ft wall) Leeward Walls (Wind Dir Normal to 70 ft wall) Side Walls Roof - Wind Normal to Ridge (Theta > =10) - for Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) Cp -0.36 0.14 -0.57 -0.36 -0.57 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A LANDERS, P.E. Pressure (psf) +GCpI -GCpI -0.47 -0.50 -0.70 Wind Normal to 60 ft face -22.71 -8.53 -23.82 -9.65 -30.52 -16.34 -19.27 -5.10 -2.54 11.64 -26.10 -11.92 -12.18 -12.18 -19.01 -19.01 6/14/2010 Page No. 2 of 4 Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpf -GCpii qh (psf) Min P (psf) Max P (psf) 1 0.52 0.18 -0.18 39.37 13.24 27.41 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.47 0.18 -0.18 39.37 -25.53 -11.35 4 -0.42 0.18 -0.18 39.37 -23.43 -9.26 5 -0.45 0.18 -0.18 39.37 -24.81 -10.63 6 -0.45 0.18 -0.18 39.37 -24.81 -10.63 1E 0.78 0.18 -0.18 39.37 23.61 37.79 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.67 0.18 -0.18 39.37 -33.58 -19.41 _ 4E -0.62 0.18 -0.18 39.37 -31.40 -17.23 * P = oh * (GCof - GC0i) WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Overhang Bottom (Applicable on Windward only) 0.80 26.77 26.77 Roof - Wind Parallel to Ridge (All Theta) - for Wind Normal to 70 ft face Dist from Windward Edge: 0 ft to 24 ft - Max Cp Dist from Windward Edge: 0 ft to 6 ft - Min Cp Dist from Windward Edge: 6 ft to 12 ft - Min Cp Dist from Windward Edge: 12 ft to 24 ft - Min Cp Dist from Windward Edge: > 24 ft -0.18 -0.90 -0.90 -0.50 -0.30 -13.11 -37.21 -37.21 -23.82 -17.13 1.06 -23.03 -23.03 -9.65 -2.95 Kh = Kht = Qh = Theta = * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15 /zg)A(2/Alpha) Topographic factor (Fig 6 -2) 0.00256 *(V) ^ 2 *ImpFac *Kh *Kht *Kd Angle of Roof 0.85 1.00 39.37 18.4 Deg Transverse Direction Longitudinal Direction Torsional Load Cases Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 6/14/2010 Page No. 3 of 4 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients. GCD Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.8 4.80 ft Enter Zone 1 through 5, or 1 H tnrough 3H for overhangs. a Hipped Roof 7 < Theta < =27 D ouble Click on any data entry line fo r Developed by Mew Enterprises, Inc. Copyright 2006 EDWARD A LANDERS, P.E. 6/14/2010 -4--- V AA Pr Page No. 4 of 4 ¥ • lVV p 1/{Tq.I VNI CQ /1 Component Width (ft) span (ft) Area (ftA2) Zone GCp Wind Press (Ib /ftA2). Max Min Max Min UPLIFTS 0.00 • RAFTERS 2 10 33.33 1 0.40 -0.85 22.66 -40.47 RAFTERS 2 10 33.33 2 0.40 -1.44 22.66 -63.73 RAFTERS 2 10 33.33 3 0.40 - 1.44 22.66 -63.73 0.00 OVERHANGS 2 10 33.33 1H 0.40 -0.85 15.57 -33.38 2 10 33.33 2H 0.40 -2.20 15.57 -86.62 2 10 33.33 3H 0.40 -3.07 15.57 -120.98 0.00 •I_a_. it ' 0.00 _ . _ . WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients. GCD Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.8 4.80 ft Enter Zone 1 through 5, or 1 H tnrough 3H for overhangs. a Hipped Roof 7 < Theta < =27 D ouble Click on any data entry line fo r Developed by Mew Enterprises, Inc. Copyright 2006 EDWARD A LANDERS, P.E. 6/14/2010 -4--- V AA Pr Page No. 4 of 4 Inspection Number: INSP- 138184 Permit Number: RF -12 -09 -2057 Scheduled Inspection Date: November 23, 2010 Inspector: Bruhn, Norman Owner: VILLATE, JOHN Job Address: 100 NW 98 Street Project: <NONE> Contractor: A&J ROOFING CORP Building Department Comments RE ROOF FLAT ROOF Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 22, 2010 Miami Shores, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments CREATED AS REINSPECTION FOR INSP- 131578. Provide wall cap meta; at top of wall. NB For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1131010260080 Phone: (305)599 -2782 Page 2 of 31 Value of Work'for t&iis Permit - ( % y00 Type of Work: OAddr ZIAltelation Description of Work: 't- 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 NO. P 1Z - 0`?-020 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): D 1'1 )1 \ \cj ..4 €, Phone #: Address: r 0 0 NV) 9 ®S$ City: 14 I O State: Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: , ( )cu..) Q tS -I City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: 11 -3)0 ( -02-(o ~ CO ge Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Pr. c2-0 r) F 1 - Nr i & 3 r) Phone #: Address: 74 €4,7 l u.) 4 4 s -4 1 �I o City: � l CR m t State: f ) Zip: 3'31(0C, Qualifier Name: 'ye( A c.tr.Q. Y rem Phone #: State Certification or Registration #: 0 1'6 a e o b is Certificate of Competency #: Pe Y Contact Phone #: 3(4'7— S 5 — - 7 K2 Email Address: DESIGNER Architect/Engineer: _ Phone #: 9 V COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Square/Linear Footage of Work: J 9 TOTAL FEE NOW DUE $ Z ❑New Elie ODemolition IZ'te * * *** ** *** ****** ** ** ** * * * *** ******* *** Fees************* ****e * *sa ************** ***** *** Submittal Fee $ Permit Fee $ IL-■s-.)° 4.A.) CCF $ CO /CC $ Scanning Fee $5 _ 3 Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 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 CONDmONERS, 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 Olt/14 Owner or Agent The foregoing instrument was acknowledged before me this /9 day of NO (/ who is NOTARY PUBLIC Sign: 20 152, by .3 k 0 Pi V11(ade o me or Print: 01 ✓!l /a 9!/ , O EXPIRES March 22, 2014 Fla4deN • ft .COm My Commission Expires: A/ArCA = Z Zv/ce APPROVED BY (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) who is Sign: Contractor The foregoing instrument was acknowledged before me this 1 c/ day of I4 A/D1/ , 20 /Q by _I / • - ' ersonally kno NOTARY o me or who has produced • iy► • catiititthd whI! ldlxRNMEaa :•= Mk . • ' „ tSStON # DD783056 • EXPIRES April 27, 2012 7)3�8� .0153 FlaridallotarySeivicecom Prin: Iy e( 'c Pill i -k t'nCt PlcOi My Commission Expires: APrd 27 2. 012- ***************************************************************************** * * * * ** * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Zoning Structural Review Clerk Miami Shores Village Building Department BUILDING PERMIT APPLICATION 57 FBC 2001 2iril Job Address (where the work is being done) Contractor's Company Name A Contractor's Address 9q 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical ,„ Owner's Name (Fee Simple Titleholder) tO r` Vi J i Rale. Phone # Owner's Address 100 1JUJ V? St' City AT Cl, vn < State F- L Zip 3 3 1 S O Tenant/Lessee Name Phone # 1 bb Jug st' City Miami Shores Village County Miami -Dade FOLIO / PARCEL # l 1 - 3101 - OD.-6 - O Is Building Historically Designated YES NO 9 uw (0 s Cit 141. GAM( Qualifier Name 4i 6<,,,,o,\ ( pmt ( ' O State Certificate or Registration No. t O.( 13 0 032' Architect/Engineer's Name (if applicable) Type of Work: Describe Work: • Value of Work For this Permit $ State ❑Mddittoii. - = ['Alteration R.e.- �( DNew Zip Phone # Permit No. aster Permit No. umbiag Mechanical 331 6( Zip 33 )50 Phone # .30S - 5- 37 E 3os�' god- 13y.Z Certificate of Competency No. Phone # v .4:T Square / Linear .Foo'tag'e °Idf W'ork:. Repair eplac ['Demolition iga1l ** * ** * * * * *** * **** **** ********* **, F ** * ** * * * ***** * * * * * ** *** ** ** * * ** Submittal Fee $ c DO Permit Fee $ 5 0 . 00 CCF $ (• 15 CO /CC Notary $ Training/Education Fee $ O •toj0 Technology Fee $ a .A Scanning $01• Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Structural Review. $ Total Fee Now Due $ 2) • ' 6O Double Fee $ See Reverse side -a Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged (Revised 01/08/06) Owner or Agent The foregoing instrument was acknowledged before me this IA day of ()4 pee., 20 U , by ()LA VI i (0i (-4 , who is petriV1111104wn to me or who has produced As identification and who did take. / NOTARY PUB, C: 1 ARACELYS M HERNANDEZ .._....414. ' '= MYCOM )SSION #DD783056 0-4 ' EXPIRES April 27, 2012 Sign: _ 1 407 4$ -0153 FloddeN.: rviee.com Print ' g' ce S - rna note My Commission Expires: 141-11. 01-1 Zo 1 z My Commission Expires: Apr)) 27 2 U/ Z APPLICATION APPROVED BY: NOT Contractor The foregoing instrument was acknowledged before me this 4 day of Ui D2GQ mbe(20C 1, by AGt,plrer0—, who is personally known to me or who has produced as identification and who did take an o y CRACELYS M HERNANDEZ „' ` ` MY COMMISSION # DD783n5fi A 053 FinthITTAGIST SRMCe NW^ S ) j r✓ 10 r Sign. - g ;.. EXPIRES April 27, 2Of (407 Print Ace Plans Examiner Engineer Zoning THE ANY MAY POLICIES. NSR A POUCIES REQUIREMENT, PERTAIN, ADD' AGGREGATE GENERAL OF INSURANCE LISTED BELOW TERM OR CONDITION THE INSURANCE AFFORDED LIMITS SHOWN MAY La .. , . ..: r _ LIABILITY COMMERCIAL GENERAL LIABILfIY HAVE BEEN ISSUED TO THE INSURED OF ANY CONTRACT OR OTHER BY THE POLICIES DESCRIBED HEREIN HAVE BEEN REDUCED BY PAID POLICY NUMBER 50313012231 NAMED ABOVE DOCUMENT WITH IS SUBJECT CLAIMS. POLICY EFFECTIVE s,.1!+! &tkA 5/18/2009 FOR THE POLICY RESPECT TO WHICH TO ALL THE TERMS, POLICY EXPIRATION DA' NJ ■ . l,lllli 5/18/2010 PERIOD INDICATED. NOTWITHSTANDING THIS CERTIFICATE MAY BE ISSUED OR EXCLUSIONS AND CONDITIONS OF SUCH LIMITS EACH OCCURRENCE $ 1,000,0001 $ 50 000 X i7,f PREMISES E. —, — -_ CLAIMS MADE 1X1 OCCUR MEDEXP(Anyonepers ) $ 5,000 PERSONAL & ADV INJURY $ 1, 000, 000 GENERAL AGGREGATE $ 2, 000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP/OP AGO $ 2 000 000 . X POLICY JFCT ri LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea acodent) $ BODILY INJURY (Per person) BODILY INJURY (Per accident) ROPE ;IMAGE (Per acciden GARAGE LABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ■ AUTO ONLY AGG $ EXCESS 1 UMBRELLA LIABILITY EACH OCCURRENCE $ ■ OCCUR LI CLAIMS MADE DEDUCTIBLE RETENTION $ AGGREGATE $ $ ■ $ $ WORKERS AND EMPLOYERS' ANY PROPRIETORtPARTNERIEXECUTIVE OFFICER/MEMBER (Mandatory If yes describe SPECIAL COMPENSATION LIABILITY (WC STATU- I OTH- I T � >: u EL EACH ACCIDENT $ EXCLUDED? EL DISEASE - EA EMPLO - $ in NH) under PROVISIONS below EL DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATORS / LOCATIONS 1 VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT! SPECIAL PROVISIONS S.Gf 1 lrI n II G rava.vMAN (305) 795 -2204 Miami Shores Village 10 050 NE 2nd Ave . Miami Shores, FL 33138 . - .. .-- -_ _ _ _ _ _ - SHOULD ANY OF THE ABOVE DESCRIBED PO ICIE SBECANCEU.EDBEFORETHEEXPIRATION THEREOF, THE ISSUING INSURER W LL ENDEAVOR TO MAIL 1 0 DAYS WRITTEN DATE NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE 7O DO 50 SHALL IMPOSE NO 08UGATON OR LABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES AUTHOR EED REPRESENTATIVE )"°" Juan Hernandez /JUAN _ .___ ____ _ ---- A -r.at, AM -I —Li. .... ...3 Uf – LUU it • i i 1-•.aGnG4.‘j �J.7r�.... ACC1REP � CERTIFICATE OF LIABILITY INSURANCE PRODUCER (305) 551 -0590 FAX: (305) 551 -0857 Casualty Systems 3331 SW 107 Ave Miami INSURED A 6 J Roofing Corp. 7947 NW 64 St Ki. amt COVERAGES ACORD 25 (2009101) INS025 (2cosoi) FL 33165 FL 33166 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 POUCIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: Burlington Insurance Company INSURER B• INSURER C• INSURER D• INSURER E The ACORD name and logo are registered marks of ACORD DATE {MMIDD /YYYY) 12/8/2009 NAIC # To: Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores, FI 33138 Signature State of Florida County of Dade Notary Public, Sate of Florida at Lam Wawa S4cnred Vi aye VedfDefunesseat 10050 NE 2 Ave * Miami Shores, FI 33138 Phone 305 - 795 -2204; Fax 305 - 756 -8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES E , - RSUANT TO SECTION 553.844 F.S. Re: Owner's Name: Oi NJ V l L L Property Address 9-` • Roofing Permit Number: Dear Building Official: I �0 W..) V 1 L.L- -4 t certify that I am not required to retrofit the roof to wall connections of my building because: lifThe just valuation for the structi irn , r purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in co' npliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me Date: 121 4-I d A Jaff JU UIt --LATE Print Name 4 o MYCOMMISSION #DD 783056 /1 EXPIRES April 27, 2012 .or * When the just valuation of the structure for purpos.c c, r valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a bull: i;, application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. [ Date ] To: Miami -Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 Re: Owner's Name Property Address Roofing Permit Number Dear Building Official: I. {[ - Property .Owner ] certify • that I am not required to retrofit the roof to wall connections. of my.., building because: ® T,he just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. fl The building was constructed in compliance with the provisions • of the Florida Building Code (FBC)..or. with the . provisions of .the 1994 . edition of the South Florida Building Code (1994 . SFBC). Signature of Property Owner -.=\ V LL `s Print Name STATE OF FLORIDA COUNTY OF MIAMI -DADE Sworn to and subscribed before me this � day of r Y1 C t y : COMMa.§11M . EXPIRP, (S or Produced Identification C m When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection I Iurricane Mitigation Retrofit must be provided. C:1Dovniems and SeithigslyanaU.oenl SafdnatTemfmmry Internet FlIre10LKg llonfing Affidavit Compliww 9 6 07.0nc ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 15.32 • • • • •. • • • • • • • Master Permit No. Contractor's Name ❑ New Roof Low Slope Roof Area (SF) 41 F • • • • • • • • ••• • • • • • •• • • • • • ri Law Slope 0 Asphaltic Shingles Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit. Application Form. Section A (General Information) Process No. S aI ai Job Address f_D ) (» • • • • • • • • • • • • • • • • • ROOF CATEDORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE La Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) ❑ Mortar /Adhesive Set Tile a Wood Shingles/Shakes Np Gasvin+ 0 Repair ❑ Maintenance Total (SF) f9-S Section B (Roof Plan) Sketch Roof Plan: 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. • • • FLORIfA R1111 man, enrpr a uu 4% " SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida 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 the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 3 1 / 44f 1. Aesthetics - Workmanship: 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 addressed as part of the agreement between the owner and the contractor. .SA/ 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). • 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /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 the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. A li f 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low - Tying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the 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. ,,k/ 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. wne s /Agent's Signature • • •• • • • • • •• . itON•Alkii .. . • Property'Address.. 6 . • : • •.. Permit Number •• • • ••• • •• ••• • • • • • • • • • • Rev : /2Q /2a04CgmfitgerSelvlcc , leilding=3epartment • • • • • •• • • •• • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • •• •• ••• • • • ••• • • lL / L( /0? Date Contractor's Signature Deck: Type: • • Gauge/Thickness: Base Insulation Size and Thickness: • • • .. • • • • • • • • • • • • • • • • •• • • • • • • .. . . • • Florida Building Code Edition 2004 High Velocity Hurricane Zone Permit Application Form Section C fLow Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer • Of a component is no 1.1.,3 dd as "NA') System Manufacturer: IO \4\ - •NE Fastener Spacing for Anchor /Base Sheet Attachment ield: v ' oc Lap, # Rows oc NOA No.: 06 ‘0 Q Perimeter. G" oc © Lap, # Rows 4 1=0 oc Comer. ° oc Q Lap, # Rows Design Wind Pressures, From RAS 128 or Calculations: Max. Design Pressure, from the specific NOA System: ti s!. Slope: cs Anchor/Base Sheet & No • of Pty(s): 4rIS Anchor Sheet Fa aner/Bo di Mate al• 4 43 r �� a�Sst Insulation Base Layer. N ( Base Insulation Fastener/Bonding Material: fj Top Insulation Layer. N Top Insulation Size and Thickness: N 1 ita Top Insulation Fastener/Bonding Material: iJ A Base Sheet(s) & No. of Ply(s): ethc- 1 ' 0 ao Ba a @et F caner�ing terial• _ o rzlio nd C t•.41 c 5 Ply Sheets) & No. of Piy(s): t› O `W Ply Sheet as —v /Bondin Trial: Top`Ply: 135 CALA ®C QS•04 , Cks 2, )c & 43 • Surfa c ing • . . � �.,y.1.i9 `o ff f� ; -. C [ I r 2 • •• • •• ••• • • • • • • • .. • • • • • .. • • .. ••• .• • • ••• • . • • • • • • • • • • • . . .. .. • • Number of Fasteners Per Insulation Board Field /V Perimeter 1 "'"- ) mar ` 1 Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Temtlttation, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate,: Mean Roof Height. Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers De Is that Comply with RAS 111 and Chap1 3 v � P- L) cyc,6- Trqz- v ♦FT .FT Parapet Height Mean Roof Height • IJl •• • • • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 89408 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 (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 of the Florida Building Code. DESCRIPTION: Polyglass Modified Bitumen Roofing Systems Over Wood Decks 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 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. JXS EC'.CION: A crop o f this entire NOA shall be provided to the user by the manufacturer or its distrigut w aiid s1111 &available for inspection at the job site at the request of the Building Official. • •• • • • • • • • • •••• • • ••••••• • • • • Thfs•NOR fevnes NOA 03- 0915.05 and consists of pages 1 through 44. The submitted documentation was reviewed by J L. Acebo.. •, ••• • • • • • • • • • • • • •• •• • • • • •• • • • • •• ••• • •• • • • • • • • • • • •• • • •• • • • • •• • • • • •• • • • • • • • • ••• • • • • • • • • • •• • • • • 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 NOA No.: 06- 0410.06 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 1 of 44 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Polyflex Polyflex G Polyflex G FR Polybond Polybond G Elastoflex S6 Elastoflex S6 G Elastoflex S6 G FR Elastoshield TS4 • • • • •• • • • • • • • • • • • •• • • ••• • • • • • •• • • • •• • • Dimensions 32' 10" x 3' 3 -3/8" 32' 10" x 3' 3 -3/8" ASTM D 6222 32' 10" x 3' 3 -3/8" ASTM D 6222 32' 10" x 3' 3 -3/8" ASTM D 6222 32' 10" x 3' 3 -3/8" ASTM D 6222 32' 10" x 3' 3 -3/8" ASTM D 6164 32' 10" x 3' 3 -3/8" 32' 10" x 3' 3-3/8" 32' 10" x 3' 3 -3/8" • • •• • • • • • • •• • • • • kastos elc1114 tit n4 10, x 3' 3 -3/8" • • • • • • • • • •• ••• •• • • • •• ••• ••• • • • • • • • • •• • • • • ••• • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • Roofing SBS /APP Modified Bitumen Wood -82.5 psf See General Limitation #1 Test Specification ASTM D 6222 ASTM D 6164 ASTM D 6164 ASTM D 6164 ASTM D 6164 Product Description Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a granule top surface. Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a granule top surface and fire retardant chemistry. Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Torch applied, polyester reinforced, APP modified bitumen membrane with a bum off polyethylene back face and a granule top surface. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a polyethylene or sanded top surface. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface and fire retardant chemistry. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface and fire retardant chemistry. NOA No.: 06- 0410.06 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 2 of 44 Product Elastoflex V Elastoflex VG Elastoflex VG FR Xtraflex Xtraflex G Xtraflex G FR Base Elastoflex SA V G Elastoflex SA V G FR Elastoflex SA P P41yfle; SAP: : • • • • • • • •• ••• •• • Polyflex SA P G FR •• • • •• • • • • • • • • • • • • • • • • • • `!i • • • • • • UP. • •• • .Z' • • • • • x a • • • • • Test Specification Dimensions 32' 10" x 3' 3 -3/8" ASTM D 6163 32' 10" x 3' 3 -3/8" ASTM D 6163 32' 10" x 3' 3 -3/8" ASTM D 32' 10" x 3' 6" 32' 10" x 3' 6" 32' 10" x 3' 6" astoflex SA P FR 32' 6" x 3' 3 -3/8" ASTM D 6164 Elastoflex SA V FR 32' 6" x 3' 3 -3/8" ASTM D 6163 Elastoflex SA V FR 32' 6" x 3' 3 -3/8" ASTM D 6163 ASTM D 6163 ASTM D 6163 ASTM D 6163 ASTM D 6164 ASTM D 4601 32' 6" x 3' 3 -3/8" 32' 6" x 3' 3 -3/8" 32' 6" x 3' 3 -3/8" Elastobase 65' 2" x 3' 3 -3/8" • •• • • • • • •• .. : 3Z' S , x 3' 3 - • • •• 32' 6" x 3' 3 ASTM D 6222 ••• ••• • • • • • • • • • •• • • • •• •• • • • • • • • ••• • • • • • • • • • • • • •• •• • • •• • • ASTM D 6222 ASTM D 6222 ASTM D 6222 ASTM D 6222 Product Description Torch, hot asphalt or cold adhesive applied, fiberglass reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a sanded top surface. Torch, hot asphalt or cold adhesive applied, fiberglass reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface. Torch, hot asphalt or cold adhesive applied, fiberglass reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface and fire retardant chemistry. Torch applied, polyester reinforced, TPO modified bitumen membrane with a burn off polyethylene back face and a smooth top surface. Torch applied, polyester reinforced, TPO modified bitumen membrane with a burn off polyethylene back face and a granule top surface. Torch applied, polyester reinforced, TPO modified bitumen membrane with a burn off polyethylene back face and a granule top surface and fire retardant chemistry. Self- adhered, polyester reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self- adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face , and a smooth top surface. Self- adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self- adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a smooth top surface. Self - adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self- adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self - adhered, fiberglass reinforced, SBS modified bitumen membrane with a self-adhering back face and a granule top surface. SBS modified asphalt coated fiberglass reinforced base sheet. Self- adhered, polyester reinforced, APP modified bitumen membrane with a self- adhering back face and a granule top surface. Self- adhered, polyester reinforced, APP modified bitumen membrane with a self - adhering back face and a granule top surface. NOA No.: 06- 0410.06 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 3 of 44 APPROVED INSULATIONS: Product Name Polytherm Al Polytherm Composite PYROX, White Line ACFoam II High Density Wood Fiberboard Perlite/Urethane Composite Perlite Insulation Type X Gypsum Dens Deck ENRGY -2 Fesco Board Multi -Max & FA •• • • • • • • •• • • • • • • • •. • • •• •• • • •• • • •• • • • •• • • • • • • •• • •• • • • • • • • • • • •• • • • • • • •• • • •• ••• • • • • • • ••• • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • • • •• •• • • TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate /perlite composite insulation. Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Fire resistant rated gypsum. Water resistant gypsum board Polyisocyanurate foam insulation Rigid perlite roof insulation board. Polyisocyanurate roof insulation Manufacturer (With Current NOA) Polyglass USA, Inc. Polyglass USA, Inc. Apache Products Co. ' Atlas Energy Products Generic Generic Generic Generic G -P Gypsum Corp. Johns Manville Johns Manville RMax, Inc. NOA No.: 06- 0410.06 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 4 of 44 Fastening: Ply Sheet: A tach base sheet using 11 ga. annular ring shank and 1 -5/8" diameter tin caps s • aced 8" o.c. in a 4" lap and 8" o.c. in two equally spaced staggered rows in the nter of the sheet. • • Deck Type 1: ood, Non - Insulated Deck Descri i tion: 19 32 or greater plywood or wood plank, fastened wi common nails at 4" o.c System Typ E(6): B se sheet is mechanically attached to roof deck. All General nd Syste Limitations apply. Base Sheet: O e ply of CertainTeed GlasBase, Polyglass Base, Elastobase, Firestone MB Base, Perma -Ply #28, Tamko Glass Base or GAFGLAS #75 fastened to the deck as d- scribed be ow: Membrane: Surfacing: Maximum D sign Pressure: •• ••• • • • • • • • • • • • •• • • • • • • • • • • •• •• •• • •• • • ••• • • • • • • • • • • • • • • • •• • • .`.�T!'0�.. • • • ••• • • • • • • • • • • • ••• • • • •• • • • • 0 psf; (See General limitation #7.) • •• • • • • • • • • • •• ••• ••• • • • • • • • • •• • • ••• • • • • • • • • • • •• •• • • • • ( • tional) Install one of the following to obtain required fire classification. 1. Gravel or slag at 400 lbs /sq or 300 lbs /sq, respectively, in a flood coat of approved asphalt at 60 lbs /sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free Aluminum Roof Coating at 11/2 gal/sq. 3. Kokem Products Sunguard Acrylic Roof Coating at 1 gal/sq. 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 11/2 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 11/2 gal /sq. tional) One ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, E astoflex V, Elastoflex V 2.5 or one or more plies of Type IV or VI ply sheet a• i ered in full mopping of approved asphalt applied within the EVT range and at a e of 20-40 lbs./sq. or Elastoflex SA V self - adhered. e ply of Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Xtraflex, X aflex G or Xtraflex G FR torch applied or one ply of Elastoflex S6, Elastoflex S G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot a ' . halt applied or one ply of Polyflex SA P FR, Polyflex SA P, Elastoflex SA P, E astoflex SA -P FR or Elastoflex SA -V FR self - adhered. NOA No.: 06- 0410.06 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 42 of 44 WOOD A C K SYST M LIMITATIONS: 1. A slip sI et is requ ed with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL IMITA ONS: 1. Fire cladsification i not part of this acceptance, refer to a current Approved Roofmg Materials Directo for fire ra ings of this product. 2. Insulatio may be i stalled in multiple layers. The first layer shall be attached in compliance with Product ontrol Ap royal guidelines. All other layers shall be adhered in a full mopping of approved asphalt a plied wit n the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the faste ing pattern of the top layer 3. All stan d panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, anel size shall be 4' x 4' maximum. 4. An over ay and/or - ecovery board insulation panel is required on all applications over closed cell foam in ulations 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 side lap 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 e ery 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a nimum rase of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design ' ressure of 5 psf. 5. Fastener spacing fo insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested i compliance with Testing Application Standard TAS 105. If the fastener value, as field- ested, are elow 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing fo mechanical attachment of anchor/base sheet or membrane attachment is based on a mi ' um fastener resistance value in conjunction with the maximum design value listed within a specifi system. Should the fastener resistance be less than that required, as determined by the Buildin Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professi o nal Engin r, Registered Architect, or Registered Roof Consultant may be submitted. Said revised astener spa ing shall utilize the withdrawal resistance value taken from Testing Application Standar. s TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corn r areas shall comply with the enhanced uplift pressure requirements of these areas. astener dcinsities shall be increased for both insulation and base sheet as calculated in compliance with R6ofmg Application Standard RAS 117. Calculations prepared, signed and sealed by a F1drida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applies le.) 8. All atta vent and izing of perimeter nailers, metal profile, and/or flashing termination designs shall confo to Roofin Application Standard RAS 111 and applicable wind load requirements. 9. The ma imum desi ed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, pe 'meters, d corners). Neither rational analysis, nor extrapolation shall be permitted for enhance fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). •FWD i� limitabop i�C•sopecifically referred within this NOA, General Limitation #7 will not be • • applies lei ; ; • . ; • • 10 12s0d 4eio•shall have a quality assurance audit in accordance with the Florida Building Code Rule 9B- 2 of the Florida Administrative Code. • • • • •. • • •END OF THIS ACCEPTANCE • • • • • • • • • • • • . •• • • • • • • � �m �L;j • • • • • • • • • • ••• • • • • • • •• • • • • • • • ••• • • • • •• • • • • ••• • • • •• • • • • • • • • • •• •• • • NOA No.: 06- 0410.06 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 44 of 44 2009 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF - COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Ply Sheet (Optional): One or more layers "DUFLEX" (heat fused), "ELASTOBASE ", " ELASTOFLEX V" (hot mopped or heat fused) or Type G2 base sheet (hot mopped). Membrane: "DUFLEX G FR ", "POLYFRESKO TORCH FR" or "POLY- FLEX G FR" (modified bitumen), heat fused. 21. Deck C -15/32 Incline: 1/2 Insulation: Polyisocyanurate (2 in. min), glass fiber (15/16 in. min), perlite / polyisocyanurate composite, perlite /urethane composite (2 in. min). Base Sheet One or more layers " DUFLEX" (heat fused or mechani- cally fastened), "ELASTOBASE", " ELASTOFLEX V" or Type G2 base sheet (hot mopped or mechanically fastened). Ply Sheet (Optional): One or more layers " DUFLEX" (heat fused), "ELASTOBASE ", " ELASTOFLEX V" or Type G2 base sheet (hot mopped). Membrane: "ELASTOFLEX S6 G ", "POLYPRESKO MOP" or " ELASTOFLEX VG FR" (modified bitumen), hot mopped. 27. Deck: C -15/32 Incline: 1/2 Note: Unsupported plywood joints are covered by a min 6 in. wide strip of Celotex GS Roofing, Tamko Asphalt Products or Black Warrior Roofing Type G2 base sheet nailed in place prior to roofing. Base Sheet: One or more layers "DUFLEX ", "ELASTOBASE ", "ELASTOFLEX V" (heat fused or mechanically fastened) or Celotex GS Roofing, Tamko Asphalt Products or Black Warrior Roofing Type G2 base sheet (nwhanicaliy fastened). Ply Sheet; One or more layers "DUPLEX ", "ELASTOBASE", "ELAS rOFLEX V" (heat fused or mechanically fastened) or Celotex GS Roofing, Tamko Asphalt Products or Black Warrior Roofing Type G2 base sheet (mechanically fastened). Membrane: " DUFLEX G FR ", " POLYFLEX G FR" or "POLYFRESKO TORCH FR" (modified bitumen), heat fused. le Deck: C -15/32 Incline: 1 Insulation: 1/4 in. thick G -P Gypsum DensDeck®, perlite, wood fiber or glass fiber, 1 in., mechanically fastened. Ply Sheet: Type G2, mechanically fastened. Membrane: "POLYFLEX", heat welded. Surfacing: Monsey Products "Endure Aluminum Roof Coating ", "Weather Check " or "Pro -Grade Aluminum Roof Coating", 1.5 gal /sq. 27. Deck: NC Incline: 1/2 Ranier Board: 1/2 in. gypsum board. Insulation: Polyisocyanurate, 2 in. max. Base Sheet: One or more plies Type G2. Membrane: "ELASTOFLEX VG FR", heat fused or hot mopped. 2& Deleted N. Deleted Il. Deleted 31. Deck: 1 -1/2 T&G Incline: No Limitation Base Sheet Type G2, one or more layers, hot mopped, loose bind or mechanically fastened. Insulation: Polyisocyanurate, 1.5 in. min. Insulation: Perlite, 3/4 in. min. Ply Sheet: "ELASTOFLEX V ", heat fused, hot mopped or mechani- cully fastened. 32. Deck: C -15/32 Incline: 2 -1/2 Barrier Board: 1/4 in. (min) G -P Gypsum DensDeck® with all joints staggered 6 in. from the plywood joints. Base Sheet Type 62, mechanically fastened. Membrane: "POLYFLEX G FR" or "POLYFRESKO TORCH FR", heat fused in place. • • • • • • • • • • • • 33. Deck NC • • • • • cla ° ae� • l /n • • • L Insulation (Optiomi): I • yi'b• • cja4ar e, :e s fibber., perlite, wood fiber any combin44011s, iiusythrdutessAhaectladtcaftf fastened. Base Sheet Type C2, mechanically fastened. Membrane: "POLYFLEX", "POLYBONIT or "DUFLEX " ", heat fused in place •• • • • ••• • Surfacing. " "3I10 / tumin�um Coatis t 1 -1:2 gal /sq. 40. 34 . Deck: C -15/32 • •: line: a • • • Insulation (O1Itijonaf 4 • PolyisDtyanufate, perlite, wood fiber or polyisocyanurate /perlite board, any thickness. Barrier Board: 1/4 in..(min) G -P. Gypsum DensDeck, mechanically fastened with all joke's gereg 6'6n:fro a e lywoud joints. Base Sheet "ELAN OB E id) :me iayically fastened or " ELASTOFLEX SA Fir ' 'ors "fiL 'OF:PX 6 41 V FR BASE VENT" (self adherctl jt • • • • •• • ROOF - COVERING MATERIALS (TEVT) Roofing Systems (TGFU) — Continued Ply Sheet (Optional): "ELASTOFLEX SA V FR BASE" or "ELASTOF- LEX SA V FR BASE VENT", (self adhered). Membrane: "POLYFLEX SA P FR ", "POLYFRESKO APP SA P FR ", " ELASTOFLEX SA P FR ", "POLYFRESKO SBS SA P FR "„ "ELASTOF- LEX SA V FR HT", (self adhered) or "POLYFLEX G FR", "POLYFRESKO TORCH FR ", " DUFLEX G FR ", " ELASTOFLEX S6 G FR ", 'POLY - FRESKO MOP FR ", " ELASTOFLEX VG FR ", "ELASTOSHIELD TS 4 FR ", heat fused. 35. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate 1.5 in. (min.) with all joints staggered 6-in. (min.) from the plywood joints. Base Sheet: Type 62, mechanically fastened followed by "ELASTO- BASE", mechanically fastened. Ply Sheet (Optional): "ELASTOFLEX SA V FR BASE" or "ELASTOF- LEX SA V FR BASE VENT", (self adhered). Membrane " POLYFLEX SA P FR ", "POLYFRESKO APP SA 1' FR ", " ELASTOFLEX SA P FR ", "POLYFRESKO SC65 SA P FR ",) or "DUPLEX G PR ", " ELASTOFLEX S6 G FR ", "POLYFRPSKO MOP FR ", "ELASTOF- LEX VG FR ", " ELASTOSHIELD TS C PR", heat fused. 36. Deck: NC Incline: 2 Insulation: Atlas Roofing "ACFoam III" or "ACFoam II" or Hunter Panels "H Shield ", any thickness. Base Sheet: "ELASTOBASE" (poly /sand), heat fused or mechanically fastened or " ELASTOFLEX SA V FR BASE" or " ELASTOFLEX SA V PR BASE VENT', (self adhered). Membrane: TOLYFLEX SA P FR ", "POLYFRESKO APP SA P FR ", " ELASTOFLEX SA P FR ", "POLYFRESKO SBS SA P FR ", "ELASTOF- LEX SA V FR HT", " " (self adhered) or "' POLYFLEX G FR", "POLY - FRESKO TORCH FR ", "DUFLEX G FR ", " ELASTOFLEX S6 G FR ", "POLYFRESKO MOP FR ", " ELASTOFLEX VG FR ", " ELASTOSHIELD TS G FR", heat fused. 37. Deck C -15/32 Incline: 3 Insulation (Optional): Polyisocyanurate, perlite, wood fiber or polyisocyanurate /perlite board, any thickness. Barrier Board: 1/4 in. (min) G -P Gypsum DensDeck©, mechanically fastened with all joints staggered 6 in. from the plywood joints. Base Sheet "ELASTOBASE" ( poly /sand), mechanically fastened. Ply Sheet (Optional): " ELASTOFLEX SA V FR BASE "or "ELASTOF- LEX SA V FR BASE VENT", (self adhered). Membrane: " ELASTOFLEX S6 G FR" or "POLYFRESKO MOP FR ", heat fused. 38. Deck: NC Incline: 3 Insulation (Optional) : Atlas Roofing "ACFoam III" or "ACFoam 11" or Hunter Panels "H- Shield ", any thickness. Base Sheet: "ELASTOFLEX SA V FR BASE" or "ELASTOFLEX SA V FR BASE VENT" (self adhered). Membrane: "POLYFLEX SA P FR ", "POLYFRESKO APP SA P FR ", " ELASTOFLEX SA P FR" or "POLYFRESKO SBS SA P FR" (self adhered). 39. Deck: NC Incline: 1 Insulation (Optional): Polyisocyanurate, glass fiber, perlite or wood fiberboard, any thickness, any combination, mechanically fastened or hot mopped in place. Base Sheet: Type G2, "ELASTOBASE", "MODIBASE" or "ELASTOF- LEX V", mechanically fastened. Ply Sheet (Optional): Type G2, "ELASTOBASE", "MODIBASE", "ELASTOFLEX V", "ELASTOFLEX S6 ", "POLYFLEX" or "DUFLEX" adhered with "2000 MB PREMIUM•", cold process adhesive at 1 to 1 -1/2 gal /sq. Membrane: "ELASTOFLEX S6 G FR", "POLYFRESKO MOP FR ", " ELASTOFLEX VG FR ", " ELASTOSHIELD TS G FR ", "POLYFLEX C FR" (sand - backed), "POLYFRESKO TORCH FR" or " DUFLEX G FR" (sand - backed), adhered with "2000 MB PREMIUM" cold process adhe- sive at 1 to 1 -1/2 gal /sq. Deck: C15/32 Incline: 1 Insulation (Optional): Polyisocyanurate (1.3 in. min), glass fiber (7/16 in. min) or perlite (3/4 M. min), mechanically fastened or hot mopped in place. Base Sheet: Two plies Type G2, first ply mechanically fastened and the second ply fully adhered with "2000 MB PREMIUM ", cold process adhesive at 1 to 1 -1/2 gal /sq. Membrane: " ELASTOFLEX S6 G FR", "POLYFRESKO MOP FR ", " ELASTOFLEX VG FR", " ELASTOSHIELD TS G FR , "POLYFRESKO 427 Z7 DEC 1 5 2009 J BY: ••• • • • • • ._ ••••••• • • • • ••. • • • •• • • •• • .. • • • • • • • • • • ••• • • 1 • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• (Miami Shores Villa APPROVED BY DATE ZONING DEPT BLDG DEPT 0 SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Z7 DEC 1 5 2009 J BY: ••• • • • • • ._ ••••••• • • • • ••. • • • •• • • •• • .. • • • • • • • • • • ••• • • 1 • • • • • • • • • •• •• • • • •• •• • • • ••• • • • •••