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BP-05-278 1 1 A 1 V{.,t 111 h.J 11 LJ 1 %.,1✓ v 1 X 1%,11 an 1„! Building Department 10050 N.E.2nd Avenue, N iarni Shores,Florida 33138 / b ' Tel: (305) 795.2204 Fax: (305)756.8972 1:�.� • l®' f BUILDING Permit No. p PERMIT APPLICATION '� " r a}� aster Perinit No. IBC 2001 r .z® l"evinit '['ype (circle): Building Eleni ical nbing Mechanical Roofing Owner's Name(Fee Simple Ti(leholder) G>t\!d_ flW`fey-'sone# l Owner's address fj ,c- . I 1 ^� ✓2E?tn� Cily /_I_i t(CA✓�",� ? e) State—f--c— Zip 3-3 13 Tcrum(A.,essee Name— Phone# Job Address(where the work is being done) City _ Miami Shores Village county Ivliarni-Dade Zip j Is Building Historically Designated YES NO Contractor's Company Narrne— t t)tCL &IPhone# Contuxtor's Address ---1' 1' 1 l CA Yl,A_A_ State Zip State CertiGcale or Registration No. Certificate of Competency No. Architect/Engineer's Name(if applicable) Phone# V:due of Worlc For this Permit ,• ®� Squat•e Footage Of Work: Type of Worlr: ddition �' []Alteration ❑New XRepair/Replace r]Demolition Describe tiVork: �i Submittal.Fee$ "' Permit Fee$ CCF �l0 O/CC Notary Training/Education Fee�� Technology Fee$ i13 Scanning Radon $ Zoning ^ Bond Code Enforcement$ Structural Plan Review. S �— Total Fee Now One 5 (Continued on opposite side) Bonding Company's Narne(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 certfy 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,IfEATERS,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$2500, the applicant nuist promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of'commenceluent must be poster at the job site .for the fust inspection which occrn•sseven (7) dclys after the building permit isissued In ►e absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature -it Signature or Owner or Agent 0otracl The foregoing instnunent was acknowledged before me t1►isX The foregoin strumer as acknowledged before n1e this day of 2t1(» by � �� IGC)✓ L' day of 20by O 1�lspersonally know to me or who has produced who is personal known to me or QV As identiCrcatio►rand who d� � � oath. �P �� .a* i�`� ttr�� .s'tP� 3� COMM s A Y: A i L P c 69 E st*R NOT N UB � NOTARY P L R O D ti 3 1 � P 0 Sign: .• .ti .N S : Sign: o 0 Print: TNRV Print: My Commission Expires "0 .60 .60 9 My Commission Expires: • *ic k icki::t 9c at k ic-�:Y:t9c*k9:�*k*>Yt:t:k 9c 9c is i:dc�:***Aci:**is******.**ik 9ck:t***ki:9t 9c�*********i:.t t*i::k*9c 9cknk*9c t*Y it is*:t t is�:a4$:E':k: t k�l•h:tA atki: . APPLICATION APPROVED BY: 2 93, Plans Examiner Engineer Zoning Clic 05/13/03 aRlUp` Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 • Fax; (305)756-8972 8/23/2006 To: Current Owner 10675 NE 11 Avenue Miami Shores Village, FL 33138- Permit: BP2005-278 Address:10675 NE 11 Avenue Miami Shores Village FL33138- Date Expired: 10/5/2005 Dear Sir or Madam In order for us to serve you better,we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein,the Building Department will file a complaint with Miami-Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And/or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8-5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein. " Please contact the Building Department, immediately upon receipt of this letter. Sincerely, Mabel Vargas Administrative Assistant MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building-Inspection Request ateTYDate— Type pe Ins P n Permit No. F � ti Name' � Address Company Phone# j�r `� 457 4 Inspection Date Approved Correction Re-Insp'n Fee High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section A(General Information) Master Permit No. Process No. Contractor's Name: Job Address: Mainland Roofing Company �3 Roof Category)( l.ow Slope Mechanically Fastened Tile Mortar/Adhesive Set Tile r] Asphaltic Shingles ❑ Metal PaneffShingles F-] Wood Shingles/Shakes Prescriptive BUR-RAS 150 ❑ other: Roof Type New Roof Re-Roofing F] Recovering 7 Repair F_� Maintenance Are there Gas Vent Stacks located on the roof? F]YesNo If yes,what type? �Natural F-1LPGX Roof System Information Low slope roof area(fL2) 2jiuSteep Sloped area(ft2) �— Total(ft.z) 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. 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'r"t r"'Y . r r'i l"f r" i'S : :"�", r r r r r r r . r , r • r r r . • r -i• J..L J _ __ _ _ _ _ _ __ _ __ _ __ ___ _ _ _ _ _i.-t_J._L_J-_L_J_ . r r r r r r • • r r •--�-•-,-'r-t-_r•,_-f-,-'f ,_-r_T--i- -i.- r r -- - ---------- -4-4-' ' 2_4 r : � : : r r • r ; , r i r r r __ - ------- . ' t -r-T--r-•--••-t--r-•--i-•-;--r-,'-P-t--r-,--t-1-- - __ - -•-_ - - - -1--r•,_l i r r t Y- r r - a r r t • r r r { r r r r . r r r r � r r r r r r r • . s r r r • r _._.._,...__. . r r r r r r r . r . r r r . .a r r r r r r "i , r r r r r r r r r r r r r r • r - r r r r r r -- - -- - - - - - - - - - - - -- - -- - -- - -- - - - -- - - -- - - - - * - - - - -_ - _- - - - .._..-.-.__r._._-.._._.r______________a_-r r r r r r - r r , r • r r r r r r - }_- �_ i(-!//��_•-1�_�)�- -1.�.1 ..L-J---.r__---_ __- - - - - ----1_�-L_ _-_-- ..L_J--i-J_i_.!. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Butd�ing Inspection Request Date Type Insp'n Permit No. ` Name Address Company Phone# 4T ---- Inspection Date A PProve ' Correction ❑ Re-Insp'n Fee ❑ /NQS Florida Building Code Edition 2002 High Veloci Hurricane Zone Uniform Permit Application Form. Section C (Low Slo ed Roof System) -- p Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Attachment (if a component is not used, identify as'NA7 System Manufacturer: �� 2 Field: oc @ Lap,#Rows @_1'oc NOA No.: oso . Perimeter:_ 'oc @ Lap,#Rows�@ Y -oc Design Wind Pressures, From RAS 128 or Calculations. Comer: 'oc @ Lap,#Rows @ 4•oc Pmax1 j ndI•� Number of F max2: Pa. Pmax3: I� 2 Fasteners Per Insulation '`� Board Max.Design Pressure, From the Specific NOA I System: --'r-, Field Perimeter Comer Deck: 'Ptoo � Illustrate Components Noted and Type:_ Details as Applicable: Gauge[Tbickness: x Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Slope: Q. I 4 ` • a, Strip, Base Flashing, Counter- Flashing, Coping, Etc. Anchor/Base Sheet No.of Ply(s):GA1�,C¢t �J Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, AnchorBase Sheet Fastener/Bonding Material: ri Material Thickness, Fastener Type, Fastener =S�/✓�RAF" Spacing or Submit Manufacturers Details that insulation Base Layer:� �h ��( �]r , lY With RAS 111 and Chapter 16. f 6 <94s� Base Insulation Size and Thickness.1 G• 5 Base Insulation Fastener/Bonding Matedr�ai: fI5'Trp1) 3i2 5' [do7' r wird r�d7Asp�ygcf Top Insulation Layer. <4r6/ rnmv'kgAL FT. (/ Top insulation Size and Thickness: CA'° `r'y£e T" Parapet Top Insulation Fastener/Bonding Material: <<c 4 Heiaht C>RL V�1 n�i Base Sheet(s)R No.of Ply(s): 9 sTR�AP%�✓c, 101 Base Sheet Fastener/Bonding Material: Mean ' Ply Sheet(s)&No.of Ply(s):_,;?e::�, ; "y[9T SLY li' Roof Height PI Sheet FastenerBonding Material: ,YsT /2 TJ'OE `f 7-&";1 L 7- Top Top Ply: To Ply Fastener/BondingMaterial- 71-M 10 rr. Surfacing: W�b� �i�'tQ iN�s uCl7ic ,r C0;7W yv% /fT 4y L 7 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NO TIFICAtION 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 _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 irstrvsion performance standw&. 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. ; 4 Z. Renxiliag Wood Decks: When replacing.roofing, the existing wood roof deck may have to be renailed is 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). C A 3. Common Roofs: Common.roofs are those which have no visible delineation between neighboring units (i.e. townhouses,' condominiums, eta). In buildings with common roots, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4.Eatposed Ceilings: Exposed,open beam ceilings are where the underside of the roof decking can be viewed fiom 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- S. ppearance. S. Ponding Waters The current roof system and/or deck of the building may not drain well and may cause water to pond,(accumulate) in low-lying areas of the roof Ponding can be an indication of structural distress and may require the review .of a -prof structural engineer. Ponding may shorten the life gcpectancy and performance of the new roofing system. ...Ponding conditions may not be evident until the original roofing system is removed.Ponding eonditions should be corrected. x 6. Overflowscuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water.Pahwtededge 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. Ventilations Most roof structures have some ability to.vent natural airflow through the. interior of the structural assembly (the building itself). Ile,existing amount of attic ventilation shall not be reduced It may be beneficial to consider additional venting which can result in extefiding the service life of the roof. Owner's/Agent's Sigaatt[M Date9ftectorl77 . a MM I A[1E MIA.NII-DARE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MLkMIL FLORIDA 33130.1563 NOTICE OF ACCEPTANCE (NOA) (305)375-2901 FAX(305)375-2908 GAF Material Corporation 1361 Alps Road Wayne,NJ 07470 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(AFU). 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 AHI (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:GAF Conventional Built-Up Roof System for Wood Deck. 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. 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 NOA#02-0408-09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga,RRC Aft NOA No: 03-0501.05 Eapfration Date:11/04/08 Approval Date:10/23/03 Page 1 of 21 APPROVED ASSEMBLIES Deck Type 1I: Wood,Insulated !° �Q Deck Description: 19/32"or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened,all layers of insulation adhered with All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer (Table 2) Insulation Fasteners Fastener (When applicable:Steel p P)only=S,platic plate only (Table 3) Density/ft2 ACFoam-I,ENRGY 2,GAFTEMP®Isotherm R,E'NRG'Y 2 Plus,GAFTEMP Isotherm RA, GAFTEMP Isotherm RN,GAFTEMP Composite,GAFTEMP Composite A,.GAFTEMP . Composite N,BMCA EnergyGuard,BMCA EnergyGuard Composite,EverGuard ISO,ISORoc, EnergyGaa, ,,ErGuard RA Composite N/A N/A BMCA High Density Wood Fiber,GAFTEMP®High Density Wood Fiber,GAFTEMP RecoverBoard,Wood Fiber,GAFTEMP®Fiberboard Minimum W'thick N/A N/A Perlite,GAFTEMP®PermaliteO,Permalite Tapered,Paroc Minimum 2/"thick N/A N/A Fiberglas(Min. 15/16'thick) N/A N/A Note: All insolation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-401bsnOO fe. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT(g Eliminator Perforated laid dry or a layer of GAFTEMP®PERMALITE or wood fiber overlay board on all isocyanurate applications. Anchor sheet: GAFGLAS#80 UltimaTM Base Sheet,STRATAVENTO Eliminator Perforated Nailable,RUBEROID Modified Base Sheet,RUBEROIDG)20,RUBEROID SBS Heat-WeldTM Smooth or RUBEROM SBS Heat-Weld 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS®Ply 40,GAFGLAS Flex PlyTM 6,GAFGLAS#75 Base Sheet or any of above Anchor 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. (Maximum Design Pressure—45 psf,See General Limitation#7) 0 NOA No: 03-0501.05 " Expiration Date:11/04/08 Approval Date:10/23/03 Page 10 of 21 a GAFGLASS Ply 40,GAFGLAS Flex Ply'6,GAFGLAS#75 Base Sheet or any of above Anchor sheets attached to deck with Drill-Tec(GAFTTTE)#12 or #14 Screws and 3"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 P1yTM 6, v e GANG #73 Rase Sheet or any of above Anchor sheets attached to ec wi Drill-Tec(GAM ITE)#12 or#14 Screws and 3"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#7) Any of above Anchor sheets attached to deck approved annular ring shank nails and 3"inverted Drill-Tec(GAFTTTE)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) GAFGLAS#75 Base Sheet or any of above Anchor sheets attached to deck with Drill-Tec(GAFITTE)#12 or#14 Screws and 3"Plates,8"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-75 psf,See General Limitation#f7) Buse Sheet: (Optional)Install one ply of GAFGLASS#75,GAFGLAS#80 UltimaTm Ultra Base Sheet,GAFGLAS STRATAVBNT*Eliminator Perforated,RUBEROID Modified Base Sheet,RUBEROID Mop Smooth,RUBEROIIAD 20 RUBEROID SBS Heat-Weld Smooth or RUBEROID SBS Heat-Weld directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq;(see General Limitation#4). Ply Sheet: One or more plies GAFGLAS PLY 4S,GAFGLAS Flex Ply 6 sheet,#80 Ultima., RUBEROID Mop Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLASS Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Surfacing: (Required if no cap sheet is used) Install one of the.fallowing: 1. GAF Special Roofing Bitumen with an application rate of 20 lbsJsq with an application rate of 1.5 gal./sq.;or GAF WEATHER COAT®Emulsion (Matrix 305 Fibered Emulsion)with an application rate of 3 gal./sq.;or GAF Premium Fibered Aluminum Roof Coating(Matrix System Pro Aluminum Roof Coating Fibered 301)with an application rate of 1.5 gal./sq. 2. Asphalt flood coat at an application rate of 60 lbsJsq.:t 20%;plus gravel or slag with an application rate of 400 lbs./sq.&300 lbs./sq.,respectively. 3. Top Coat Surface Seal SB(Matrix 602 SB Coating),Top Coat MB Plus (Matrix 715 MB Coating),GAF WeatherCote or WeatherCote LOW-VOC applied at rate of 1-1.5 gal/sq. Maximum Design Pressure: See Fastening above. 6 NOA No: 03-0541.05 Expiration Date:1V0M08 Approval Date:10/23/03 Page 11 of 21 I t 1 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (with Current NOA) 7. Dekfast Hex Plate Galvalume hex stress 2 7/8"x Construction Fasteners plate. 31/a" Inc. 8. Dekfast Lock Plate Polypropylene locking 3"x 31/4" Construction Fasteners plate. Inc. 9. #12 Roofgrip Fasteners Insulation fastener for rTW Buildex Corp. wood and steel. 10. Metal Plate Galvalume stress plate. 3"round rTW Buildex Corp. 3"square 11. Gearlok Plastic Plate Polypropylene round plate 3.2" ITW Buildex Corp. 12. Glasfast Fastener Insulation fastener Johns Manville assembly with recessed plastic plate 13. Olympic Fastener#12& Insulation fastener Olympic Manufacturing #14 Group,Inc. 14. Olympic Fastener ASAP Pre-assembled Insulation Olympic Manufacturing fastener and plate Group,Inc. 15. Olympic Polypropylene Polypropylene plastic 3.25"round Olympic Manufacturing plate Group,Inc. 16. Olympic G-2 3.5"round galvalume 3.5"round Olympic Manufacturing AZ55 steel plate Group,Inc. 17. Olympic Standard 3"round galvalume AZ50 3"round Olympic Manufacturing steel plate Group,Inc. 18. Insul P'm Fastener Insulation fastener for SFS/Stadler steel and wood decks 19. Insul-Fixx S Plate 3"round galvalume AZ50 . 3"round SFS/Stadler steel plate 20. Insul-Fixx P Plate 3"round polyethylene 3"round SFS/Stadler stress plate 21. Tru Fast Insulation fastener for The Tru Fast Corp. steel and wood decks 22. Tru Fast Plates 3"round galvalume AZ55 3"round The Tru-Fast Corp. steel plate 23. Tru Fast Plates Polyethylene plastic plate 3"round The Tru-Fast Corp. d NOA No: 03-0501.05 Expiration Date:11/04/08 Approval Date:10/23/03 Page 8 of 21 IIS WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum V"Dens Deck or Vx Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 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 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 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F)value of 2751bf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested,are below 2751bf.insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA,General Limitation#l9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field,perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended.corners and corners). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03.0501.05 Expiration Date:11/04/08 Approval Date:10/23/03 Page 21 of 21 c • t133 t ROOF COVERING P►IATMA1S MM COMMO MOMS t ----" R4ofm .SYSTEMS TA470of Ucu g1m fiber SYS `(fC.Triq--Wuwxd p y Sheets Any tit,CwAved gTavet. R offset b in.v�E#h the Jarmo in the feat system-- inctiae:l v ' } $ tt mot be A betty 5is put ft Vad . F { :Red TWOP+�i �SM%w ' (May'Ise . ttty 4r Or " y 6r my be 3&wed t EeSe Sheet one law of Type 9 y"or GAMAS MY ' Base ShOC may be attache metanitaW► �yTIAW4One or mM{avers of Tyre 61 G ,� ;e.•* decks and as a recover cues existtn9 �• NtinersE Surfaced Ca �, ^w.et:Ot►e Layer of Type G•3'GA�� be d as a hoard over Tmaw 6. t4C rim Fleet 0 os mote Type i'iY' 'atY apyOf the � flat RflpFiliG ASP3tALTor'GA�rGLAS b.54teett M 14aced Cap SheeY'' FELTS fGLAS;75 Base Sheer' lass Ca Sheet:One Eaves of Type G-3 �I Ttb t P , gat bat s s V. far.Type( asphalt g t oti56J y .in the tress t �- or tayets�' tc. • t�A�"� �,iZef6tnz ` glass teat base from Ptyd� G2 os G3. • be oa adv G ps astGAl t Ube fain.t t � T,�ec jd fOW �or })+ dctx ttiti P P'Tra� P °w to be F � nat'tahle to be Base Sheet 4tfe or 'Rulteraid N�aP"( e cr illemhf'arte:One or more taYesm 4w dam e75 same 'Bttt+efoie Torch rlss�' t9m ?, WWAx sheetat bast *ft- } d f� c.�Ste,tmt mo - • &Z ase 9 or'GAfGtlS S 't Streak Iadh=2 , - ° f Base Stte�tor&l asPtraB s fiber ptjh L ls/3Z or acre lam Ate` w � std bas=pEy€rf a s. � { aat3; mo . am. FG�RY r" as# Waited {l n � wow od�+t berlfsc CUMPOS te. or Mechanically . a r�tay he hot MOPW or mtChaaEtaRy Sas�eeu Two or o ma� .1y `GL(smooth ar't�a�}. � ,aQitts+ala rot fEzwrs to any cY ttte.tws SbeetMembramt pis Of }.�•� Map (sDoth or Granvt.`-1 c. gay .Rob,roid-Torch P.he tgra . Aasdi�°f heta�w• s. GAFftNu° '� ALtTEz" or any •Pxbowid KCIP grin t3m��t' CapSheer'.hat;rce,^O.d S.�g. "GAfG�MineraE Surfaced is A. £all5ddesl� l� g,,aysE zn a of the£lass £Lass S e<3-112 :x�. Sum art woo+! r -s. G. �fl t tc►be ink x. Dec £'�� flat): one or omit post i rtel er G '`' n'Editg urn`s ace to Ge over C-l'a132 ar as:usai�, weelt�e. rt�poOtt aml iawiaa£lass A' �itttta+r.^'+9=' A•8 or C.s AM-5 urethane&Mtoosite• "rood' � ad"m zav'. at L in-m� Dr►aud ts.: � Two Cr,n +ems of s2`61�v1A5�Y 4`.ar•tam acs not sQ+rtw�E►eft ::�' .15•x32 decallft- ift.Aatbta f ON`°°t: 5ti seed Cap sheer',tuoe�T p� 1P $Is � �htet:Type ra-GAfGW Mineral Wo:3-14good fie, crass >d for ' e ward tot i�att"w►ns3 Gass M 2» Insulation (OP'sanat): One at mom �►P°SW amf ri.& .:tenA RA" and GA V4P fiber. iSOtya rate. usEtttarie. P cofaP rte. @Ebetlii efs: ftr amrafra:! of the .tw+ta GL P_at a• g 1tLL■'y. ssp, teA' be s� `p�PiNdt Felt *-u• Twp as faf9fe �, Tof3t {smooth �. b,��riilt any of tlta foil+Qe'm9 Sale Sttee of or gtartul ej or ZCTRot #teaah'ras►e:Elise Ssafa �.�; '�setoo'�SMSt nrdYbah PW OjEt a i° any Of t1le gW UAd T BMW e iced Cap ,hot faePPed- fxaa C�A. a d �f or ttaadrwd bitumen £eA £Lass£ .112 v;od f�bu. t3� . let Oft W N& o� S. °�oAfts { °ttat�' l�Ae fss mace 1 ,�t�osite. ars WAMMLclass A t%disc 3 T lass fiber+ isc Vas�m .iiEusrs°� Ld ts35 a taysx5.per• wood �ibt• ynetEtane totfrpass ,�pty A or "GAFtitAS bsQUISM ("low fi aa t&kwmTiuee m more leym of ra �'. ung Bttt20 '�• COAL TAR ` Three os mase layers TyPe G2—GAM0 RY os'� �WIM No ROGFU � COAL SetdMm 11? fibe00 r : z 2 twaod � O' U�'tine oc '� + ift . err OM vedft G Mr or'GAFGV • some t.oftfpos"�ff� �RCiAl;st�1.+� th TtiSEe or tRrlre taYes of; r or ISM . G2" red Cap a � �p t:Oi.D S`r5� r �S Ora t"Type Ct3 GA ►E��ti�"� £O'Kln%ATIOtI i�A 2 . OneImyes InCt3ttta or r3 � �2 in. L T � (p�aat):On or ftsote isYers Pte' apt L ttffsthane oP ' er wood ft6exl' 2 in.max• a C,1"W►F6lAS hs r P 4 bs tiAFGUS 4Eii HW��Three of snore lam of YYP taax. more layers�fel GAfGLAS LY , fila Sheets Tvro or Ae {ftorA Sttffaced Cap Sheer'. ��tc CssundY Tndtss��-a' B Altft 'hoof t8atm9� at . ___ Miami Shores VillageId g in Permit �.*, M B u i 10050 NE 2nd Avenue " Phone: 305-795-2204 Permit Number: BP2005-278 ` ` Printed:3/15/2005 Page 1 of 1 Applicant: GILDA GREENE LAWRENCE Owner: LAWRENCE GILDA GREENE JOB ADDRESS: 10675 NE 11 AVE Contractor MAINLAND CONSTRUCTION CO Contractor's Address: 1910 SW 134 AVE Local Phone: 305-225-5571 Parcel # 1122320280300 Legal Description: MIAMI SHORES ESTATES PB 47-58 LOT 2 BLK 3 LOT SIZE 80.000 X Fees: Description Amount FEE2005-3344 Building Fee $325.00 Total Fees:$312.53 FEE2005-3345 CCF $10.80 Total Receipts: $0.00 FEE2005-3346 Training and Education Fee $3.60 FEE2005-3347 Technology Fee $8.13 FEE2005-3348 Scanning Fee $15.00 FEE2005-3349 Submittal Fee ($50.00) Total Fees: $312.53 MAR Permit Status: APPROVED Permit Expiration: 8/27/2005 Construction Value: $18,000.00 j p4/® Work: FLAT RE-ROOF Signed: (INSPECTOR) 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 responisibility for all work done by either myself,my agent,servants or employes. Signed: (Contractor or Builder) BY: