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RF-09-1098 �;f r Miami Shores Village 9 10050 N.E. 2nd Avenue �� FMt Miami Shores, FL33138- 0000.; Phone: (305)795 -2204 Psmmxet St<e : ,APPRQWD' OR4�' Uwz Expiration: 01031201 Project Address Parcel Number Applicant 1453 104 Street 1122320320080 y ! Miami Shores, FL 33138 Block. Lot ALBERT THOMAS Owner Information Address Phone Cell ALBERT THOMAS 421 PERRY Street I OTTAWA OH 45875- P Contractor(s) Phone Cell Phone Valuation: $ 5,300.00 OBENOUR ROOFING SHEET METAL E 305 - 757 -2612 Total Sq Feet: 732 Type of Work: Re Roof For Inspections please call: Additional Info: flat roof (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Tin Cap Final Roof Roof Review Roof in Progress Renailing Affidavit Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $sso RF -7 -09 -35246 $ 267.05 $ 217.05 .•�� Education Surcharge $1.20 Permit Fee - New Roof $250.00 RF -7 -09 -35246 $ 267.05 $ 267.05 $ 0.00 Scanning Fee $6.00 Check #: 4786 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $6.25 Total: $267.05 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. July 07, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy July 07, 2009 1 _ Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 R 1 ! a 7 01 - jog Q V Inspection Number: INSP- 118291 Permit Num ber: RC -7 -09 -1099 Scheduled Inspection Date: July 23, 2009 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Owner: THOMAS, ALBERT Work Classification: Hurricane Mitigation Job Address: 1453 NE 104 Street Miami Shores, FL 33138- Phone Number Project: <NONE> Parcel Number 112232032008 Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Phone: 305 - 757 -2612 Building Department Comments Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 22, 2009 For Inspections Please call: (305)7624949 Page 10 of 14 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 118290 Permit Number: RF -7 -09 -1098 Scheduled Inspection Date: July 23 2009 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: THOMAS, ALBERT Work Classification: Flat Job Address: 1453 NE 104 Street Miami Shores, FL 33138- Phone Number Project: <NONE> Parcel Number 112232032008 Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Phone: 305 - 757 -2612 Building Department Comments Inspector Comments Passed G %� 2fg Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 22, 2009 For Inspections please call: (305)762 -4949 Page 9 of 14 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 118287 Permit Number: RF - 7 - 09 - Scheduled Inspection Date: July 23, 2009 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Renailing Affidavit Owner: THOMAS, ALBERT Work Classification: Flat Job Address: 1453 NE 104 Street Miami Shores, FL 33138- Phone Number Project: <NONE> Parcel Number 112232032008 Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Phone: 305 - 757 -2612 Building Department Comments Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 22, 2009 For Inspections please call: (305)762 -4949 Page 8 of 14 OBENOUR ROOF I NO, SHEET METAL & SUPPLY CO. OFFICES: WAREHOUSE: 159 N.E. 9T'' STREET 7357 N.W. MIAMI COURT MIAMI SHORES, FLORIDA 33138 MIAMI, FLORIDA 33150 (305) 757 -2612 • (305) 757 -7861 FAX (305) 7584484 July 22,2009 ATTN: Miami Shores Building Official Miami Shores Building Department 10050 N.E. 2nd. Avenue Miami Shores, FL. 33138 RE: Permit #RF - - 09 -1090 Ms. Joann Thomas 1453 N.E. 104th. Street Miami Shores, FL. 33138 Obenour Roofing, Sheet Metal & Supply Co. has performed hurricane mitigation at subject property according to specs listed in permit #RF -7 -09 -1099. Based on that, we certify that the subject roof complies with re- quireme s of roof to wall attachment to the extent of work stated in our p rmit. J e� e r 1 -,'✓' Obenour Roofing Sheet MEtal & Supply Co. 3�cm this 22 day cf J uly 2009 Notary Sandra D. Hart "Family owned and operated since 1929" m o �. 10050 NE 2 Ave �toR Miami Shores, Fl 33138 Phone 305.795.2204; Fax 305.756.8972 www.miamishoresvillage.com RE: Permit # — ( 1 Ogg DATE: t 71 - 7 & INSPECTION AFFIDAVIT ` licensed as a (n) q / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector _ icense #: Dn or about I did personally inspect the roof deck nailing and/or (Date & time) secondary water barrier work at l 45 NF (Complete Job Site Address) 3ased upon that examination I have determined the installation was done according to the Hurricane \litigation Retrofi Manual (Based on 553.844 F.S) Si re State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Y Sworn to and subscribed before me this day of _ i �A�,► .° •. 3antir il. Bart Commission DD867559 Notary Public, Sate of Florida at Large Expires: APR. 02,2 , 013 'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each nspection � L � Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida. 33139 Tel: (305).795.2204 Fax;* ax (305) 756.8972 BUILDING Permit No. IC•FO?�1�� PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical =Roorin Owner's Name (Fee Simple Titleholder) `koruuGsf Phone # ` 5iPA Owner's Address City AAW Sys � State •� Zip ' 3-3 /4 Y Tenant/Lessee Name Phone # Job Address (where the work is being done) a Nr Y4 City Miami Shores Villa County Miami -Dade Zip FOLIO/ PARCEL # Z932- — I)?)) - -640 Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address t/ / ) E MI C city Aft��� /��S State Qualifier Name ,e_j Phone # 30.E 7.I r7 —1612- State Certificate or Registration No. - O ( e Certificate of-Competency No 00g;fgjV Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit t Square / Linear Footage Of Work: Type of Work: Addition FlAlteration E]New Repair/Replace El Demolition Describe Work: A r "0 A , ' - I LIN ti i; Submittal Fee $ Permit Fee $ �— CCF $ 3 • CWee Notary $ °' Training/Education Fee $ 1 20 Technology Fee $ Scanning $ • b0 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ _ T See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage, Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS; POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that 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 farst inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection w' not be approved and a reinspection fee will be charged � a Signature G� Signatur Oioe i Owner or e V Contractor The forego' instrument was acknowledged before me this �/ The forego' instrument was acknowledged before me da- / day of 2Q O by d r6 � iG ThD �c day of 20(q by J'A tx c > 0 011-3 � who is AsrWly known to me or who has produced who is rsonally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Ci/Q-f�°t 2� �L/ y Print: -F11 C r My Commission Expire i My Co �'t t�- C. 07, x(113 X37,1013 lI "Cm: iei' a. �1» - 7i1s ncc2� APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/0 NOTICE OF. COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT e � 1 T AX FOLIO NO. - 032• DOS a� e�; 2u92i F's 4960 tins: NO. RECORDED 06/3012009 1O Z 14:09 HARVEY RUVIFIr CLERK OF COURT STATE OF FLORIDA: MIAMI -GLADE COUNTY? FLORIDA COUNTY OF MIAMI -DADE: - LAST PAGE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property ands eet/address- C 2. Description of improvement: 3. °Owner(s) name and address: <� o 3 Interest in property: c,J Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ °- 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differ pr ate is specifieo) ignature of Owner Print Owner's Na A" Prepared,by Sworn to and subscribed before me this day of Address: —A. 2 Notary Public ,, Vii,fJ i , L Print Notary's Na e . 4 a4t 31 My commission expires: _ ww & 123.01 -52 PAGE 4 10104 W �f owl NOTICE OF. COMMENCEMENT 1111111111 Jill 1111 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION CIF N 2 tD►e_A7li 0471637 PERMIT NO. n5 TAX FOLIO No. -. Z - 2 • 1)0 W OR Bk 26921 Pa 4964; t 1 p s ° RECORDED 06/30/2009 101114:09 HARVEY RUVIN? CLERK OF COURT STATE OF FLORIDA: MIAMI -DADE COUNTYv FLORIDA COUNTY OF MIAMI -DADE: LAST PAGE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. 1. Legal description of property andstreet/address: C o 2. Description of improvement: n 3. °Owner(s) name and address: 3 Interest in property: a 4A Name and address of fee simple titleholder: - t 4. Contractor's name and address: O 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Stat Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differe t date is specified c �• r ignature of Owner Print Owner's Na d Prepared Z M D kAo ur Sworn to and subscribed before me this day of , 201—. Address: O L1t�i 2 Notary Public V&, &Q 9� Print Notary's Na e 13� My commission expires: 123.01 -52 PAGE 4 10/04 STATE OF FLORIDA, COUNTY Or DAD'n •t���tca I HEREBY CEI? i 1FY that thw Is jfll of ine ,� o Original I®d in thtce on _ y OF A. WITNESS °I hand and Of, at Se HAS m UVIS, CLERIC CI d County Courts cc , ♦ 51►�o Bus m F lo 1pp► CUMULATIVE S1IBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the costs m any proposed improvements must be shown on the worksheet. The cost of improvements must d the demolition, raw and finished materials (include those donated), labor (including volunteer and self performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contra must be attached) et PROPERTY OWNER: # A PERMIT #! ADDRESS: FOLIO NUMBER: FLOOD ZO NE : BASE FLOOD ELEVATION: --- ,_FREEBOARD:1_EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): /1- COST OF PROPOSED IMPROVEMENTS: r (ATTACH COPY OF CONTRACT) + TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRU TU E (atta h apprai i OWNERS SIGNATURE: PLAN REVIEWER• DATE: PLAN REVIEWER SIGNATURE: DATE: 11 -12 -08 h ft R O B` N2 5620 L lk SUPPLY CON TR JAMES D. OBENOUR, JR. JAMES D. OS WWW Obenourroofing.com OFFICES: WAREHOUSE: 159 N.E. 87�' STREET 7357 N.W. MIAMI COURT MIAMI, FLORIDA 33150 MIAMI SHORES, FLORIDA 33138 (305) 757 -2612 • (305) 757 -7861 • FAX (305) 758 -8484 Date . June 8 , 20 Operation: Roofing Location: 1453 N.E. 104th. Street Miami Shores, FL. 33138 TO: Joann Thpmas All quotations subject to change without notice and to stock other causes Contracts control, including hurdcanes and tropical contingent upon strikes, fires, accidents, delays by carriers and storms ± fisting roof! nn rear flat area only to the wood sheathing, Remove 2 courses of tile for tie -in. s. Remove existing gale. metal flashings at walled to the wood sheathing. Install 1 -751b. fiberglass base sheet tincapp Install new prefinished metal flashings on all eaves. Install 1- ruberoid 20 modified roofing sheet mopped on with hot steep asphalt. ed on with hot steep aspahlt. j Install 1- fiberglass cap sheet mope 1- modified Flash two story alv. metal flashbngs,b sheet counter flashings and restucco roofing sheet, gale. walls. orts. Install new gart'urethane pitch sealerpans at railing supp Fill with 2 p Replace tile to match existing. Provide roof permit and warranty. Clean up and remove our trash. TOTAL - - -- $5,300.00 ce all rotted wood sheathing at max. size of 1x8 at $3.00 per Repla rafters max. size of ft fascia max. size o 1 w epl ced at $6 , f 1x8 at $3 50 per ft , t riling • ft ood.00 /sheet and le an er n 2x8 � k aty„ 4. r 50 � e ms ?,;V a elf +, a# �y additional cost. THE TERMS OF ADDENDUM A, ATTACHED HEREIN ARE INCLUDED IN THIS CONTRACT. ers Ynit. 10 VU I , Page 1 of 1 ••.• .... ...... High Velocity Hurricane Zone Uniform Roofing Permit Applicl'ttprrForm• ....:. MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION • JJ INSTRUCTION PAGE ••••• COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM RO¢F ZING Pill • ' • APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS /�, �p p ' • • • • Roof System R equired Sections of the Attchni r Permit Application Form See List Below Low Slope Application A, B, C 1,2,3,4,5,6,7 Prescriptive BUR RAS 150 A, B,C 4,5,6,7 Asphaltic Shingles A, B, D 1,2,4,5,6,7 Concrete or Clay Tile A, B, D, E 1,2,3,4,5,6,7 Metal Roofs A, B, D 1,2,3,4,5,6,7 Wood Shingles and Shakes A, B, D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED - 1. Fire Directory Listing Page Miami Shores village 2. From the Miami -Dade County Notice of Acceptance APPROVED BY DATE ► NOA Cover Sheet ZONING DEPT ► NOA Specific System Description ► NOA Specific System Limitations BLDG DEPT APIWI ► NOA General Limitations SUBJECT TO COMPLIANCE WITH ALL FEDERAL ► Applicable Detail Drawings STATE AND COUNTY RULES AND Fcu_.a 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Appendix " F" Form) Re- roofing or Repairs Only 7. Any Required Roof Testing /Calculation Documentation Any other additional data reasonably required by the Building Official to determine the Integrity of the roofing system. Page 1 file. / /C:\ DocumentsV9 20and9/o20ScUings�sh)cko\Desktop�aime \bldg\roofmg_permiting \in... 5/13/2003 Section A MUkM mmin Miami -Dade County Building Department i:ii9vionic 40p11cation '. High Velocity Hurricane Zone Roofing Permit:Applicatign Forni 00 "Delivering Excellence Every Day" Section A (General Information) " "' .... Master Permit No: Process .. •• No: ...... • • • • • Contractor's Name: .... • • • Job Address: ' t 4jo /o • • ` • • • • • • • e • Roof Category KLOW Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other. [�_ Roof Type ❑ New Roof Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes �KNo If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (ft!) L ✓ 3 Z Steep Sloped area (ft. �� Total (ft. 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. Perimeter Width (a'): ® Corner Size (a' x a ?� NO .91 �z ROOF ASSEMBLIES AND ROOFTOP STRUCTURES •9•• • . • • - • • . •.•. 696999 •• • 9999 • .--� Florida Building Code Edition 2004 ' • •' 0 69 9 •: High - Velocity Hurricane Zone Unibrm Permit A Fn' 9 6 6 9 9 • i'P np.••• 96 . :9906: tl�l' C (Low Io�R l i ationl Surfacin '" • ' ' •6 ' .. Fill in specific roof assembly com ponents g' _- 0900 .. • (If a component is not used, identify as "NA ") and tdentlty manufacturer Fastener Spacing for �R rho /Base SFieef Attachrltbht; • • •gg Field: — oC 0 Lap,# Rows Z "• �• • i• " • • • • : • System Manufacturer A� 9 • 0 • • �— . Product Approval No. _( ?'/ � Perimeter: " oc 0 Lap, #Rows „ oc • " �" Design Wind Pressures, From RAS 128 or Calculations: Comer: oc 0 Lap, # Rows ,C ® oc Pmaxt Pmax2:+' Number of Fasteners P r Insulation Board: ;� Pmax3a•� j• �,,, Max. Design Pressure, from the specific Product Field Irporlmeter Comer Approval system: -- �' Illustrate Components Noted and Details as Deck: Applicable: • '� Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - GaugafThickness• Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base fA r Flashing, Component Material, Material Thickness, Fastener slope' Type, Fastener Spacing or Submit AnchoNBase Sheet & No. of Ply(s): f� ...- Anchor/Base Sheet Fastener/Bonding Material: �Tvicec. Insulation Base i� , Go A Base insulation Size and Thickness: a� WwtW A r. Vi Base Insulation Fastener/Bonding Material: VI ~��17 t Pa t Height Top Insulation Layer. Top Insulation Size and Thickn Top Insulation Fastener/Bonding Material: t- 3 Gro''� -• Mean Base Sheet(s) & No. of Ply(s) Roof Height �,�G9�. fir -•,� ! . _ ._._ . Base Sheet F stenor, aterial: J2 r Ply Sheets) & No. of Ply(s): ` 6 Ply Sheet F t no nt in maprin i „�'� • f; L = �}'� 6J� Top Ply ���aLd� '7,(�/t�k��� Top Ply FastenerBondi Mate al: 3 le ft7x 74 3 FLORIDA BUILDING CODE — BUILDING —� . !� Zc d 3 �• � le - �.✓ �/ F " 15.33 OwnWs Nodfimdon Form •••• ° Dellumi ig Exee/ %»re Every payo • • • • • • • • • •••••• • • • • HIGII ' LOCITY SECTION 1524 • • • • • • • • HURRICANE ZONES RE • • • • • • REQUIRED OWNERS NOTIFICATION 9GR ROO • • • • • 1524.1 As it i 0000 G cQNSIQEgp?ION Pertains to this section, it is the r ' • • • • required roo fing Permit, and to explain to the owner the content of this ection�, t • • the Flordda B � �' � Pr4 the ovypgd Code, Bui' g govern the minimum re Provisions of Chaps 15 system installations. Additionally, the following items should be addressed 9 the'md�' for rooi �M owner and the contractor. The owner's initial in the adjacent box indicates that the ita t g • • en ll- ns A �'Workmanshi :The � explained. Zone) are for the purpose of providing that the ro o gssy meets the Chapter 15 (High Velocity Hurricane Perfommnce standards. Aesthetics a he wind resistance and water intrusion Provisions• Aesthetic issues such as color or ar�i;i issu a e not consideration with b appearance, that are not part of a zoning code, shouk as part of the agreement between the owner and the contractor. . R" Wood Decks: When replacing roofing, the existing wood roof deck may have to be re nailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones of the Fl �Iding Code. (The roof deck is usually concealed prior to removing the existing roof system). and 3. Common Roofs; Common roofs are those which have no visible delineation between neighborin g 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. I 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be owe f d om 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 tion of maintaining this appearance. S. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in 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 fife xP�cY performance of the new roofing system. Ponding conditions may not be evident until the origina roofing system is removed. Ponding conditions should be corrected. OP 6. Overflow seappers (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 ma y be neces with the Florida Building Code, Plumbing. 'Y to install overflow sc uppers in accordance 7. Vead n Most roof structures should have so of the st�,�ssem me ability to vent natural airflow through the interio , (the building itself). The existing amount of attic ventilation shall not be reduced It may be beneficl to onsider additional venting which can result in extending the service life of the roof. Ownei's/Agent's Signature:./ Date: Contractor's Signature: Permit Number: �'oP�Y Addrnss: � o . I M �.... MIAMI D�DE,t'QUN1 Y, PL• PJDA r METRO- DAD��F7�GLER BUY�D�IG • BUILDING CODE COMPLIANCE OMCE (BCCO) 140 WEST FLAGL �, g 1$03 • • • • • • PRODUCT CONTROL DMSION MIAML ;J1A -1563 :0000 (305) 375 -j%L . J*X (301) n ;308 NOTICE OF ACCEPTANCE (NOA) 0 0. . .. . (:AF Material Corporation ._ • • •. ' 0000 .` 0000. 1361 Alps Road : 0000.. Wayne, NJ 07470 • 0000 • . � 0000.. . .! 0000 . SCOPE: " • .•• : 0.00 : 000 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 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 AM 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIMON: GAF Conventional Built-Up Roof System for Wood Decks. L"MING: 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. 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 renews and revises NOA No. 03- 0501.05 and consists of pages 1 thro 19, The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Date: 11/0443 Approval Date: 03120/08 Page I of 19 f Deck Type is Wood, Non - insulated "• • • • Deck Description: / or greater plywood or wood plank decks ' • •' • • , System Type E: Base sheet mechanically fastened • • ..... All General and System Limitations shall apply. • • • . ...... Fire Barrier: FireOutTM Fire Barrier Coatin versashield ® Nom- Asphaltic Fiberglass �>�saet " • • : • (optional) Underlayment or SecurockTM � •'' • Base sheet: GAFGLAe #80 ULTIMATN Base Sheet, STRATAVENTO EliminatorW' • Nailable, RUBEROMO Modified Base Sheet, RUBEROID 2o, RUBEROV Heat WeldTN Smooth or RUBEROID Heat WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS Ply 4, GAFGLAS Flex PIyTN 6, GAFGLAe #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximwn Design Pressure -45 psf, See General Limitation #7) GAFGLASO Ply 4, GAFGLAS ® .Flex P1yrm 6, GAFGLAS' #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM # 12 standard, # 14 or # 15 Screws and 3" Drill -TecTN steel plate or Drill - Teel" AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. ( Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS' Flex PlYm 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitaidon #7) GAFGLAS #80ULTIMATM, RUBEROV 20, RUBEROID Mop Smooth, base sheet attached to deck with approved I YV annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. ( Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, # 14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill- AccuTrae Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9 o.c. in the field of the sheet. (Maximum Design Pressure --60 psf, See General Limitation 07) Any of above Base sheets attached to deck approved annular ring shank nails and:3" inverted Drill TecTN insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 111040 Approval Date: 03/20/08 Page 17 of 19 i GAFGLAS #75 Base Sheet or any of above Base sheets attached to detklf • Drill -TecTb #12 standard, #14 or # 15 Screws and 3" Drill-70c� late or • Drill-TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row A 1A :he 2" sife ...... The other rows are equally spaced approximately 9" o.c. iri {h'e' ftld of the Sheet. . (Afaxirnum Design Pressure —75 psf, See General Lhnkat n * 1 , vJ • • :900 Ply Sheet: One or more plies of GAFGLAS PLY 4, #80 ULTIMA, RMUMOID; 0 0 0 * � � • . Smooth or RUBEROID 20 adhered in a ful l mopping of &AUved asphWr • 0 • ..... applied within the EVT range and at a rate of 20- 401bsJsq. .' Cap Sheets (Optional) One ply of GAFGLAS Mineral Surface$Cap'�dheet o!• • •' GAFGLAS EnergyCapTM Mineral Surfaced Cap Shut adhered ffi a fW • 0 0 • mopping of approved asphalt applied within the EVT range and at a rate of 20 - 40 lbsJsq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1- Gravel or slag applied at'400 lbs./sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbsJsq. or applied in a flood coat of Leak BusterTM Matrixrm 103 Cold Process Adhesive applied at a rate of 3 galJsq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full shopping of approved asphalt applied within the EVT range and at a rate of 2040 lbsJsq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 galJsq. 4. Leak BusterTM MatrixTN 715, Leak BusterTm MatrixTm 322 TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal, /sq. 5. Leak BusterTH MatrixTM 602 MB Xtra Elastomeric Roofing j Membrane, EnergyCotA roof coating applied at 1 to 1.5 gaUsq. i 6. TOPCOAT* Surf Seal, TOPCOAT Fireshiele SB Solvent based Elastomeric Roofing Membrane applied at Ito gaUsq } 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's ipecifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 07- 1219.09 I Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 i i { f i WOOD DECK SYSTEM L uTATIONS: " •; • • . • 1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically faetosed base or jmchor � ' sheet. • • ' • 2• Minimum %" Dens DeckTM or %1" T X • Type gypsum board is acceptable to be instill'[ed directly aaer • the .•... ' wood deck. .•. °.. G ENERAL Lnffl ATIONS: •' • • ! 1. Fire classification is not part of this acceptance, refer to a current Approved Rookng.Materi for fire ratings of this product • • • • • • 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance w`19 1 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 lbs. /sq., or mechanically attached using the fastening pattern 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 j 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 be at a minimum rate of 12 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 ps£ 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 t lb£, 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. f 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. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (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 comers). 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.) 10, All'products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 913-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE I NOA No.: 07- 1219.09 haaAt n Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 i 2007' ROWING. AAATERIAL$ AND SYSTEMS DIRJECTQW 192 OF i INCA IIAATERIAL$ (R< Y7) RQOF COVEF00 MATERM%M ,systems UGFI.J)— Continued Room S stls "� • • • • • • • ''' g Y qW 1 —C tinned be tt lieu o Base- Co Base " es" 0.75 " "GAFTEIVIP Perntalite Recover • 'c�' a ma ?reed ! ttr +!per Second Base Coat ° t1- Series'; 075 gal/sq.. insulation in any of the followirij. b mnss Wear Coat: "A-38,$erjes ", 0.75 gal /sq plus walnut-shells at 0.75 lbs per Unless otherwise indicated, "athe t sq. Roofin g As P Y be surfa t" may "� � Syster�s'lUtt1R Surfacing: 7 A Series,, ", 0.75 gal /sq plus walnut shells at 0 75,, lbs per t� � Bir�h�ld'1� at 2S —10 �at sc sq. asphalt, oz use. ' • • 0 ' } 46 Deck: NC Incline: 3/4 g P wiily&We'anei iA f�l mvdr ed� Hot roofing membranes. Foam ( 3 Spray application of 2 -in. thick "Polyfoam 273" (2.7 lb • • • • s • ? Surfs Spray apphcation of 28.to. 34 mils "U 873Q" al ) "Ruberoid Heat Weld" SAS 'wo' } �'membran0, rt, y be used 47 Deck umin m) ' "Ruberoid Mop" SBS products 1h any applicably cati a Incline; 1/2 on • • • • Insulafy on: Spray a) pjieation of.2 -in s thick "Polyfoam 273" (2.7 /ft 3 • A • • • • 1. Deck: C-15/32 • Incline •3 0000 • i `^ .Y Surfacing: Spray application of 28 to 34 -mils "0-8782" (ivory) Insulation (Optional): One or more layeoaq1Tte, wood frbpG "" fiber, isocyanurate, urethane, perlite/isocyanuirate composite,,; GAF MATERIALS CORD 81306 urethane composite, wood fiber /isocyanurate composite, phe�no , 1361 ALPS RD, WAYNE NJ 07470 thickne "Ruberoid 20" or. "Ruberoid Modified Base Sheet" {naqq be tiliz Ply Sheet: Three or more layers Type G1 "GAFGLAS PI " alternate to Type G2 base sheets in any of the following Classificat s as an "GAFGLAS Ply 6 ", hot mopped. 1/2 in. thick (min) gypsum board or lI4 in. ck ) Surfacing Gravel , (min G-P Gypsum DensDeck® may be used in any existing noncomb tible deck Classification. 2• Deck. C-15/32 Incline: 2 y ' When this is done, the resultin roofin tern gg he Joints' sysm is acceptable for use over Insulation (Optional): One or more layers 'lerlite, wood fiber; combustible (15/32' in: min) iro'of decks. Tin , the gg yy um board and fiber, Nocydifturate; urethane, perlite /isotyan&ate composite, overlayment board are offset 6 in. with the joints in the decle.If polystyrene is urethane composite, wood fiber /isocyanurate composite, phenolic ; part of the roof system, it must be laced below the overlayment board. thickness, be adhered to G-P ' fza. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may Gypsum DensDeck@ in hot asphalt. Y Ply Sheet Three or more layers Type G1 "GAFGLAS "Ener�yo "EnergyGuard" in an "GAFGLAS Ply 6 ". Guard Ultra!' is an acceptable alternate t s applicable Classification. y Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced GAF Stratavent Eliminator Venting Base Sheet ( Nailable)" may be mechani Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". w' tally attached or hot mopped over noncombustible decks and as a recover over 3 • Deck: NC Incline: stems. existin roofs Insulation '(Optional): One`or afore , la s 3' •. P em hte wood , p , GAF LAS Perlite Insulation may be utilized as a cover board over "EVER- fiber, Yanurate posite, wood fiber /isocyarcurate , urethane, per ' lite ahurate composite; phenol GUARD" insulation in any of the following Y thane systems. ure , com JisbciY . compodte, r Unless otherwise indicated, the roof insulation is mechanically fastened, max adhered with hot mopping asphalt or urethane insulation adhesive: Pdlysttyy Ply Sheep Two or more la ers " rene reference in any of the following Classficatons include "ENERGuard EPS GLAS Ply 6 ". Y Gl. GAFGLAS Ply 4" qr " Insulation ". fi <° References to glass fiber insulation include "EnergyGuard Fibe%14%� Insu- Cap Sheer One layer Type G3 "GAFGLAS' Mineral., tsl lation ". Sheet or 'EnergyCap Mineral Surfaced Cap Sheet ". „ s ASPHALT FE T SYSTEMS WITH HOT ROOFING ASPHAi 4. Deck: NC Inclined /2 ;. Type G2 asphalt ' as mat base sheet ( ,GAFGLAS #75 Base Sheet" or Insulation: One or two layers 'Isotherm R ", 4 in. max, hot II{ "GAFGLAS #$0 UL " ) is a suitable alternate for Type G1 ass�Ita�t glass Ply Sheei Any UL Classified - gravel surfaced C11A3sA halt fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Crass A, B or mat system.., C roof systems indicated below. 5. DeekmC -15/32 Indinerl The roof deck may fast be covered with a Type G2 asphalt glass matt , base Slip Sheet (Optional): Red rosin a ° z sheet "GAF Stratavent Eliminator Venting Base Sheet (PerforatedY or "GAF Base Sheet: One layer Type G2 "GAFGLAS #75 � Sheetfl.) Stratavent Eliminator Venting Base Sheet (Nailable)T . Perorated• to be nailed). mopped and nailable to be mechanically attached granule side down. As an o 'on G2 asphalt glass mat base sheet ( "GAFGLAS #76 Base �Y Sheet~ .. One or more layers Type GI "GAFGLAS Ply 4" or Sheet",' AFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting.Base Ply 6 Sheet (Nailablg)" may be s for Gl as Cap Sheet: One layer Type G3 "GAFGLAS Mineral- SzYr$l Y fed asphalt i dles' fiber ly sheet Sheet" or "EnergyCap Mineral Surfaced Ca Shut ". ( "GAFGLAS Ply 4" ,or "GAFGLAS Ply 6 ") as the nailed base ply in the p following systems. 6. Deck: NC Incline: 3 k0�y r ' Bottom ply or base sheet may be solid mopped, spot mopped or mechani- Base Sheet: One layer Type G2 " GAFGLAS 1175 Base tally fastened. Unless Ply Sheet: One or more layers Type Gl "GAFGLAS Ply' d7 ` otherwise indicated, all insulations ma be hot mo call fastened. Y PPS or °mechani- GLAS Ply 6 Cap Sheet: One layer Type G3 "GAFGLAS Mineral' lass A, B or C systems listed. below. 1 Y - mefral Surfaced Cap Sheet". �+ C "GAF GLAS Flashing' or "Ruberord may be used or flashing in any of the Sheet" or "EnergyCap Mt When " lite" is referenced, this includes "GAFTEMP DERMA 7 . Deck. C-15/32 Inalitte{ : any other UL Classified perlite insulation. or Insulation: One;or'more' layers perlite, glass. fiber, Crushed stone or slag am suitable alternates for gravel in any of the C1ass.A; thane, perlite /isocyanurate composite, Perlite /iu�ethane B or C systems listed. nolic, 1.0 in. min '(offset from plywood )omts• 6 in: Structural cement fiber b units are'considered suitable to lie inclu as a do Base Sheet: One or more layers Type Gl G2 or G3 deck in the following ClClass A, B or C systems listed over C -15/32 or NC. Membrane: One or more layers 'Ruberoid Torch" (Smooth 6r 4 The use of gypsum board under any of the following Class A, B or C systems Ruberoid Torch Plus" (granule), Ruberoid Mop" (Smooth ©a does not adversely effect the.rating. The use of 1/2 in. min gypsum board is an or "Ruberoid Mop Plus" (granule)• acceptable alternate for insulation over C -15/32 decks. Cap Sheet and deck with rosin paper (perlite /rosin a Type 3 "GFLAS Minetal Surfaced Cap S1m " s The use of. Polystyrene insulation board between min 3/4 in. hte board "EnergyCap Mineral Surfaced Cap Sheet", hot mopped. v� +, ppf cane life suitable alternate for isocyanurate board inpthe� r os ollowing Class A B >s a or C 8. Deck C -15/32 Incline:` systems. Insulation (Optional): One or more layers perlite, wood, BMCA En erRyGuard RA ,'BMCA Tapered EnergyGuard RA' and "BMCA fiber, isocyan urate, urethane, perlite /isocyanurate composes, Ener"Guard IZA may be substituted for.an Atlas of ' urethane composite, wood fiber /' p p ~ ' tion in any of the following Classifications. Y P Yisocyanurate insula- thiclaiess. rsocyanurate tom osrte, Trumbull "Perms Mo may be utilized with any of the followm As halt y Type "� g ,' P Base Sheet Two or more la ers G2 or G3.. t Felt Systems with Ho Ming Asphalt ". Ply Sheet (Optlorral): Qt}e orore, ie t )�s GAFGLAS #$0 Premium Base 9lieet may be used in any of the following M ] ® ` G1. ria „t 2 systems. 4 , "GAFGLAS Flex Ply 6" is a suitable alternate to GAFGLAS �s�!O Miami Shores Village � ` 7 f ; 10050 N.E. 2nd Avenue':' WOtCC .14 f(+t«atikki�itt Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 'rs StalxtS' 1*PR+IVE3 ( Expiration: Project Address Parcel Number Applicant 1453 104 Street _ 1122320320080 ALBERT THOMAS Miami Shores, FL 33138 Block: Lot: Owner Information Address Phone Cell ALBERT THOMAS 421 PERRY Street OTTAWA OH 45875 - Contractor(s) Phone Cell Phone $ 795.00 Valuation: OBENOUR ROOFING SHEET METAL Z 305 - 757 -2612 Total Sq Feet: 732 Type of Work: Hurricane Mitigation For Inspections please call: Additional Info: (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Final Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $ 0.60 RF -7 -09 -35319 $ 106.30 $ 106.30 $ 0.00 Education Surcharge $0.20 Permit Fee - Repairs $100.00 Check #: 4805 Scanning Fee $3.00 Technology Fee $2.50 Total: $106.30 11 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. July 07, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy July 07, 2009 1 Miami Shores Village Building Department ( 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 BUILDING Permit N PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): euilding Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) dG Au L U 6 g fir� Phone # Owner's s Address 14- 43 � /0 City _AdUS Q %_ State r Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # I t �' 3 ® 3 ,2 .1 0 ® Y 6 Is Building Historically Designated YES NO ✓ Contractor's Company Name Phone # Contractor's Address -7 p City jamu S (el State Zip 3 �D Qualifier Name G o ZLr Phone # State Certificate or Registration N . Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ �.1 a Square / Linear Footage Of Work: Type of Work []Addition Alteration New Repair/Replace ' El Demolition Describe Work:: Submittal Fee $ Permit Fee $ /�= CCF $ Notary $ Training/Education Fee $ TechnoIogy Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side F Bonding Company's Name (if applicable) v 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 ins do which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection n be appro d and a reinspection fee will be charged. Signature - G Signature ' Owner or Agent Contractor. The forego instrument was acknowledged before me this The fo M�7 instrument was acknowledged before me thi day of 20 Oil by J OA+ta ? /►v a�3 day of 20 9 by � / ,1)'lr'� D • �bliND/f.'; who is perso known to me or who h prod uced who is perso v wo me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: . w PUBLIC - STATF. OF MARMA Sign: Print. Com wh-')n ;�1J1�gAy � Print: "• Sand 7559" ire,;: ARM= My Commission Expires: >� ua+oacamuw My Commission 01 4r�4 1 'T W ` 02 7 „= y t►'o acWW% �x APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/06) Miami -Dade My Home Page 1 of 2 a My Home * ` IDADE v * ► , � „� yYYi�1'�I"i�'� MIAMI• 'G Show Me: Property Information . Legend Search By: �= Select Item T �� ., ;T . W n - Boundary Selected IN Text only N H s Property Prop erty Ap raiser Tax Esti matorr� Street Portability S.O.H. Calculator Highway - Miami-Dade County Summary Details: opo No.: 11 -s Pro 1453 NE 104 ST W $ .�. _ ing OANN THOMAS ° ddress: 1453 NE 104 ST MIAMI FL- 138 -2883 Property Information: Zone: 11300 ONE FAMILY CLUC: 0001 RESIDENTIAL- w INGLE FAMILY s/Baths: n Units: 1 d S Foote e: 488 of Size: 925 SQ FT ear Built: 1955 NER BAY PARK DN PB 40-72 LOT 9 Digital Orthophotography - 2007 0 113 ft egal LK 3 LOT SIZE 75.000 scripdon: 119 OR 10318 -2588 791 OR 10318 -2588 goo Sets Information: My Home I Prop2Dy Information I Property Taxes I My Neighborhood I Propgfy Appraise r I e O 10318 -2588 le Date: 1979 Hqm I Using Our S I DNS I Phone DUect I pdyM I Disclaimer ISa le Amount: 1$144.GW Assessment Information: ear. 2008 2007 Land Value: 08 85 If you experience technical dtMcuities with the Property Information application, itdin Value: $303 2 03 24 or wish to send us your comments, questions or suggestions arket Value: 09 898 please email us at lWebmaster Value: $255 844 248 19 Exemption Information Web Site ear: 1 2008 1 2007 ® 2002 Miami -Dade County. $25.000 1 $26 '00 All rights reserved. YES NO d 1 $500 1 $500 Taxable Value Information: Year: 2008 2007 Applied Applied T axing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,500/ $25,5001 $205144 $222.699 unty: $50,500/ $25,500/ $205144 $222,899 hy . $50,500/ $25,500/ $205,144 $222,699 call Board: $25,500/ $25,500/ $230,144 1 $222.699 Additional Information: http:// gisims2. miamidade .gov /myhome /Propmap.asp 6/19/2009 ► HEST M �"'�L 'c SUPPLY CO. OFFICES. 189 N.E. 97+" STREET WAREHOUSE: MIAMI SHORES, FLORIDA 33138 7357 N.W. MIAMI COURT MIAMI, FLORIDA 33150 (305) 757-2612 • (305) 757 -7861 FAX (305) 788 -8484 June 26.21X19 BuiWing Official Villrrgo of Miami Shorts 10030 NE 2nd Ave. Miami Shorcs, FL 33138 Ro: Prolx;rty 1=W at: 1243 NE 94th Street Miami Shona, FL 33138 Dear Sir: It was dettornMW by examination of house plans that subjoot propany does net oomply with th0 -VQ luirW0Mts of the: ' of Humam pW.0fits for F.xistittg S104MM Sir4L- Family R*8W0"11 f :9trudutW :9dopted by the .r torida Buildlog Commis km by Rule 913.3.047 F.A.C. Every odw r roof rafter is strapped. Wr prol"u tb install right angle guswt HGAM 10 on all remaining unwxurud roof ralius on the; porimotor of tho house. Sinop MX F '� "Family owned and operated since 1929" ony"Ll JL13WcjN 40001 USP StrIlIctural Comectors Code. Evaluation Repoft-, I USP Supplies Quality Products to Build ... Page I or z US P USP Supplies Quality PMduate A GHZ M STRUCTURAL to Build Stronigew Safer Structures CONNECTOW A*.► Code Evaluation Reports Aprintthis pace Code Report Locotor lice-es Evaluation keport Index -Es Conversion Table Leg"Y Reports to zGe Code Reports by agency F State 007 Approvals Und*rWritkOeS 1,111109rdtG010111 (UL) Florida Statewide Product Approval List CODE REPORT LOCA TOR ;USP Stock n. ' gv - AN)44S ,AN3440 ICC- LIS ESR NER ICOO ES-Eft SOCCI PST & M1 FLORIDA DADS NOA LA C17Y DSA CCMC G F-T YDLJ NEW D 0 K_ T A R. T17 ID No Cade Listing CODE REPORTS BY AGENCY ---- — ------ Most USP structur products HOW In this websIte hive been evacuated or are it the submittal Stage for USPIECK DISIGNE evaluation from one or more of the following code aub Code evaluation reports listed may not apply to all stock numbers in a product seMes. Any queattom about current code I!sdngs should be directed ra the Technical Assistance Depatmeft Receive an small when USP cont-nuously UpdareS code reports to reflect now sundaror'.. requirements. USPCOnnectomorn Is updatecl with now c*ntenctl ZCC-95 - 1CC Evaluetion Service, Inc. XCBO - UBC t egacy Reports Select: ICC-ES Wort: Select: lr-80 deport: .... MIS - NES Legacy Reports LA CM - C-q of Los ArloCes, California Select! LA C-M k2i)Grt: Select* NES Rupert SI&CCX - S8C le METRO k)AD k - OaJe Counti. Select: - iiE= Report select Mt!TKO 1)A6E Re Canadian Construction Materiels Centre select Florkla :411tewide A@)Pr*"l Select CCMC Report; Set• al -a it!orjo., St,itewide AppMv Wto De It of Transp n Approvals Select State: DSA - 01vislon or State Architect, California DSA PA-076 1 -.:43205) Florida Statewide Product Approvals dick here (U09 Underwriters Laboratories (UL) • ANSI/NSF STANDARD 61 &, , InkW4 Water SYMM CCMP*ngPts hq://viw-A,.uspoonnmors.com/codereports-search.py 6/11/2009 .0 Y4.•iLiI4.A ` V UL USP Structural CoLnectors Code Evaluation Reports I USP Supplies Quality Products to B uyd ... F3ge 2 of 2 , 1CC -MS EVALUATION REPORT INDEX 10C-ES E511-2685 is a cn9ss- reference Index for USP joist hangers, amps, holdowr 4 and elmllar connectors. This Index Is Inciusrve of all USP coca evaluation reports recognized by :CC -e;, and lists product series, report number and Models. The E5R -2685 report Is S00ect to Charge as reports are Issued. 1, a ICC -ES Web site provides addlacnal +riformation, and may be accessed at httpt / /wvrw.tce- es.org. LEGACY REPORTS Legacy reports were originally issued by oia of tle four different bullding -product evaluation services In the United States: the National Evaluation Service (NOS), BOCA evaluation services (BOCA ES), ICBO Evaluation ieMce (ICBO ES), and 58CM Public Safety Testing and Evaluation Services, Inc. (SBCCI PST & ESI). Jn Pebruery 1, 2003, these tour "legacy" services Combined their Werat.ons u ICC Evaluation Service (ICC -BS). USP has ::uomitttd all legacy reports to ICC -ES for conversion to an ICC -ES Report Compliant With 2003 and 2001 IBC and ;AC acceptance criteria. To cneek on status of a particular report, reference ICC -BS's list of Letracy reports converted tc new IM-ES evaluation reports maintained on their web site https / /www.icc -es erg/ Evaluation _Reporte/pdf /anmrersione.pdf LEGACY REPORT CONYERTBP TO NEW ICC -65 EVALUATION REPORTS L"at y Report No. New ZCC -1!5 Evaluation Report NER -478 ESR -1781 NER -503 ESR -2750 NER -510 ESR-ISel NER -530 ESR -2755 ME-K-532 eSR -2757 NER -564 ESP-2,756 NER -568 ESR -2104 NCR -Me ESR -1881 ER -2038 ESR -1280 ER -2724 ESR 1x80 ER -3613 ESR -1781 ER -5123 ESR -1575 ER -5356 ESR -1881 ER -5531 ESR -1575 To download the IpteSt free Acrobat PDF Reader click USP Products I About USP I Continuing Bdueatkm I Industry unks f Lterawro ft"64st.'+ 1 AM" Reber I TeOhnieet 409061fs! i what's 0 Copyew, 2006 -2008 Now I Catalogs I CAD 0wojy I oamparson 4ttdft I Contact us i Literature Reouere I News USP Stlixtural Connectors Designed Produced and Hosted by BullciingOnllne: Privacy Policy The Building Industry's web Design and Marketing Agency. htLp://www.uspconnectors.com/codereports-search.py 6/11/2049 s elk a U SIR �, ��� 40YflMBW1✓lYal/, Designed for attaching gable and trines to wood top plates and masonry walls. HQ A10 - Veruitile wood- w -wooc connector that Ugilft satisfies high mind and seismic loading"""" ~p +� requirements. Mr turo barr�r „r' -2 HGAM10 - For installation into grouted concrete F ~� not ahc�wwn °' �' • ' to beam or masonry bond beam. Provides lateral I and uplift resistance. Materials. 14 gauge _ f Finish: 090 galvanizing .... -te Codes N5R -532 FL819 Installation: 3 • Use all specified fasteners. See Product Notes, Typical 9° GA9t? Installation Typic 0lrtsteilation page 18. . WWftd ® HGAM10 -- Install USP's WSi6 Wood Screws Efttoma 1 - -- 3 u Um to Improo a Ua , into the trues and drill holes for wedge bolts. Install guesuse hr,prom l tc > wedge bolts into concrete block per manufacturer's 496--aI bad . ' .; ,,:•. lOURM maoommendadon. ,�a anoa ., '- • H®A10 - install with USP's WS9 Wood Screws r °� Into top plate, and WS16 Woad Screws into the, '::'.; ±• �" ® truss. ® WS Wood Screws are Included with HQA10 ' il a ngles. w`a w ' 271gro • WS Woad Screws and Wedge bolts are included with HGAM10 angles. INIGA1 HOAA410 e MO'sh,lre barrier may be required. .�• 4 J.'Rr :' Y M, :.'ri ',' ,`yy:.:4h�A'JI'� • , L.tS•:� 4 �.'�t, n+.a;d�, l � . r?F�.C �'.?;'.: b. S, .n;?4: ",•v.;.: �'°LIVl'. ^ .,1';':k�'t �' •;.:gin l' .R,. i °: f.�l rY� 11 P2 FR3 1 140 110 `', sr `` .�'�'" •'.��i: 1�'}fi '•1�Ne 133 18@16. 13896 184°% 1�� 18091 ! C C 9 b 164 1 9: '• '? 11Zb'. 9 87.0 1 6' 11 Mm&e bads wub lontts IWNM t a Rllau+ablelaadalmvsbell 1M oP8495�rN4idor AmendkrFresaeal�!osGeurdt�l. Wets wood keas ors If4 x t•itr 8. lortg and 6V9� Wed Soreas uro �t4 x 3 bra Ilse Paswra Fssl�r�eisil4 "a 7x14' ore�Sl. D►d91a�In smmtets srt�erte0h it8 °amaoery. Rs� to H6esoo'e rm Nptlisl' MW ROOM or opdad pre" hdomado etc lord. These anchors tie trusses and rafters to top plates and may be used to tie wood framing mIembers to resist uplift and lateral forces. Materials; See chat Finish; Q90 galvanizing; iRT7A -13C & RT15 -QC - Gold Coat * Options: HHCP2, RT3A, RT4, M, RT7, RriA, FRTiQ, RT15, RT16, RTi6 and RT20 are available in Triple Eno, 1b order, addjZto stook number, as In iRTIV11%. 137 RT6, RT7, R'f 10, and RTI�,W ;available in,-Stainless Steel. To .order, add SS to stook numb *as in R T7 =$$.. ' Cow: NEIR - 605, NbR 590., NER. 504, IC ®O 2039, SSCCI 2031 C, L.A. City RR 23888 & RR 215303, FL.66SR -1r FL816, FL817, FL518, 1 F1.3923R -1, Ty pical Dade County, FL 05-0105.05 - RT7, 111°10, IRT15, RTl6, RT20 S obis b race Installati on 16116° 2 � 1pkt 1 ate 1 4' ice; ; ..�� -, ' '" �, �, •� �, l I '' „"~. �� - ' :r�;Yp'' _ i , • , ,,,,., ° 1 Y 4 Typical HOPRS u� "~� 1 tz� ..., .. Typical HCV20 ro , stud to plats installation HCPRS HCPRS3 staid to plate Installation H0.52 - 1 , 800- 328 3934 • wirmUsPonnectors.com continual an nest page Z0 /Z0 39Vd S31HiSl - IGNI 3nAnN 8660069906 60:02 600Z1EZ /50