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ROOFING
Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1� 26 P ED 51 76 2 27 1 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 �---- 50 75 100 THIS REPORT >TWITTED BY: y Civil En ineer: Lab Certification # 98 0608.04 State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite P -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 SITE SPECIFIC INFORMATION Owner's Name. JP N E. T $4. Job Address. t O Z ST •A Roofing Contractor: W t - F 0 4- [04 Type of Tile: E'er t '9' — F4 A. alt S Approximate Roof Height: t feet Type of Access to Roof: Scaffolds Approximate Square Footage of Roof 3 ft t/ Ladder Required Testing Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested 5 - z4 -04 IN ACCORDANCE WITH THE C? ITER;A OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. TEST RESULTS P = PASS, F = FAIL PRINTED BY: UNIQUE GRAPHICS: 954- 484-9923 FAX: 954-484-9967 Project Iii Permit # i p 4 15= j(o R- F-, vat,0801 Date Installed: 5 '` 6- 04 - Roof Pitch: 4 IZ Other 5 -- -"" r_ 1 o tet 943 ! ! . r ! 1 1 , 1 ,I 1 1 , I 1 I i i I 1 I i ■ ; 1 i, 1 , , 1 ■ i ■ , 1 i : i i • 1 ; I ! i l ; 1. I ■ 1 I I I I ! 1 , 1 ; i l 1 1 1 L_ i i. : , ; i I I j• I _____.---- 1 1 , I i 1 1 , , • I i I ' 1 ! ■ I. 1 ''. i 1 I I I I , I I 1 ■---; I II ! i 1 ; I I , MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request DateSJ 6 (• Type Insp'n Permit No. 0 L 4'• LiS Name Address t " Y�„- Company G .J 6.0,r4)J, Phone # - 7 d ', , �� l i s U Inspection D Approved Correction Re- Insp'n Fee 1C15 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 57 IZ- Type Insp' n �Z \ � Permit No. B� Name -0 JJII ((''���',� �� t OCG KI L C 16 - . -�— Address l��J'�i�+ 1 Company I GLUC e I . Phone # Inspection Date 5) ). Approved Correction ❑ Re- Insp'n Fee ❑ Type Insp' Permit No. Name MIAMI SHORES VI'LLAGE BUILDING DEPARTMENT - �� 305- 795 -2204 ° ✓ Building Inspection Request Dat d' \11 0 y Approved Correction Re- Insp'n Fee Company 8 ._ ____�_ Phone # / U . Inspection Date �{ S / MIAMI SHORES VILLAGE j` BUILDING DEPARTMENT 305- 795 -2204 B ilding Inspection Request Date 4 1 Type Insp'n J ( Co I I ki Permit No. )° o t l ` " d S7___ Name (_,_.C.t r it` Address 3`7 (LT 9 0,54 — Company av7114-t1 Phone # Inspection Date 44 L5 Approved Correction ❑ Re- Insp'n Fee ❑ Miami Shores Village u Department 1 50 N.E.2nd Avenue, Miami Shores, Florida 33138 , 6 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. be 2C04-452 PERMIT APPLICATION aster Permit No. FBC 2001 Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES RECEIVED AP 0 2 2004 NO X /Do, WE ?SA, STREET County Miami -Dade Zip 1/43,3 (3,F Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) (TRIVET j , P P E RT" Phone # 30,c- Owner's Address /40. 0 D-, 9 $&h S r City r1 I/4 MI S i-f O R E S State F L O IQ 1,1)1i Zip , �3 05 Tenant/Lessee Name Phone # Contractor's Company Name I a_ wa \ e K - a�I h '/ Phone # 3 5 J 1 q Contractor's Address t rA 5 , ) D :7 City L i %AAA State L.-- Zip 3 31 SS Qualifier a LA.. a lAi ate Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 15, 3 DG' Square Footage Of Work: =C/ ❑New I epair/R la ce ❑ Demolition - -i1e. yo of.'' /flee iA.Ih a. heiv '- co/br Co Type of Work: ❑Addition Describe Work: —rear 0 bV1 ''1 co 11 Code Enforcement $ Total Fee Now Due $ `1 i V (Continued on opposite side) Alteration EAC iSf l o r 4 - Training/Education Fee $ `c p' * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ J Permit Fee $ $ 71 ' ° Notary $ �`� Technology Fee $ 7 / 0 Scanning $ Radon S Bond $ 0 CCF $ Structural Plan 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 CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature '' A 111.A a to OA: ! L Owner or Age The foregoing instrument was acknowledged before me this day of I Y 1 [� , 244_, bylOJ'\ who is erso known to me or who has produced �31 (0 Irk -IN As ide NOT Sign: Print: Chc 10/14/03 UBLIC: My Commission Expires: State Certificate or Registration No. APPLICATION APPROVED BY: 1 1 . 1 1 . ) 1, 1 1 . 1 1. 1 STEPHANI HONAKER Notary Pubic, State of Florida My comm. expires Jan. 25, 2008 No. DD 284571 1-M25e IZ Signature The for day o who i NOTARY Si P (Certificate of Competency Holder) ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ent was ac , 200 Y by known to me or who has produced as identification and who did take an oath. My Commission Expires: Contractor ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Certificate of Competency No. ledge b- • - me this ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APR - 2 2004 Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON TA JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 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 and street/address: 0 2. Description of improvement: RP 1r00 3. Owner(s) name and address: P PL AT 1002_ N, E, Str PEit M 1 4 TYI I ShaYeS r 33 LY Interest in property: © N L IS Name and address of fee simple titleholder: 4. Contractor's name and address: PGL -L-d w& (e R p a o, IS o X 6 3) o C l IAA) a IAA ∎ I- 33iS3 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 different date is specified) Sign re of Owner Print Owner's Name "3'FJ. K j 13 fP P RT Sworn to and subscribed before me this L ia e4 rt.1a , EC) STEPHANI HONAKER Notary Public, State of Florida My comm. expires Jan. 25, 2008 No. DD 2845 Notary Public Print Notary's My commission expires: 123.01 -52 PAGE 4 8/02 111111111111111111111111111111111111111111111 CFN 2004802167 OR Bk 22161 P9 0302; (1p9) RECORDED 03/30/2004 12:57:02 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST F'AGE Prepared by iPtuk I kiztL ek Address: S?,(), bo?( ,53 6 GSI M,\ 000A:i 3`))15 E) b 5 60\14 Cohtvorse r\CDci- 665 `)3 Florida Building Code Edition 2002 Hi, h V • Hurricane Zone Uniform Pe it A a . Ocatbn Form. Master Permit No. Contractor's Name Job Address Se r atlo ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile CB Mortar /Adhesive ❑ Asphaltic ❑Metal PaneU8hin Panel/Shingles Set The Shingles g ❑ Wood Shingles/Shakes a s 0 Prescriptive BUR -RAS 150 ARE THERE GAS VENT STA '', ? ROOF TYPE • YES ❑ NO ►. TYPE - NATURAL ❑ LPGX ❑ ❑ New Roof 6 Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 0 0 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scu scuppers and overflow drains. Include dimensions of pPe�. overflow Identify dimensions of elevated possum zones and o of pad levels, clearly IrNMNrNrr■ MrrMMMMMN mmMNNNNrrrrNNNINM NIM r :M MMMNMMrMNN■ 1MMNrNNMMrrNMMNrIMNMNINMrMNrrnIr NNMNMrMM mmeNcMrMormc maarrMrMMrMMMrrr IMMNMMNNMMMMrNNMMMMM NMMMMMMMMA JWIMMrM M MMMMMMNMIMNMr�'N -i IUtillr`iMMMMMNrMNNMMMOM 1 rNMrMNMMNNrMM IMrrINNIUNMNMMNrriulM■r rImIN AruMuu SSMINuuMr.....:rr►MMMMMMrrmilmu SMMrrmMMNM■ IIMMINNIl.MNNi* MIN\ NNM M MMNMNMMrM MMMrMMMrMMMMMM ►M11rru MuNIMl.MMrMMMMNNMMM MMMr■ IMMrMMIMNOMMrM■ A M■■ NI MMNMNIMMNNNMNNNNMNNMMNWaMN1MNM ■■MMIXINMMMNMNM:MNMSNMNN 1NNMMNMMNNNN■ MUMIIMlUAIIMMUMU .IMM.M..IMMMM.M.gMMM 1MMINMNNN.NNNNNMiNMMM.NNXIN■ IMMMNMNMMIMMOVIIIIIMM NOrNNMMMNMMNMMNMNMMMIWAMMNr IMNNI OMMINNrMNMNrNNMMNMMMMM■ IMrMMrNrrMMMer; 1MI1NMMrM► rNrNNNNNMrMrMrN :r...... mMMMMNrMrMMMMMMNN■ IMrrNMNNMMewt.A INIIMrNNr ■►tarNNNNMIINNMMrNN.NrMNM■ m1INrrumulppNMrrrrammeNIMr IMMMMrMM ' /rM11MrNrMMN. 1IMMMrNMNMMNNNrr11NNMMNr7NN�1 MMMMM■UGOMIrr\rrNMMrNHA. MMMIMMMMMMMMIMINMNIMMNMM■ INNNrMMMMNMNrrrNllrrMrMAMr diem NlrraIINMMNNN/ i\ MrMNNtIMMMrrMMMMNMrNNMMMr rrNrNMMM■ MMNNIMMNMNM rrMINCOMPAIMMr1,�MMIMININIMMMI M I M� iY■■►\ MN 1■ rMMMrrMMNMrMrrll/ mrrMNNrNMrM MMMMNMMMMNM \NAMSMMMMNNNNNN IrMNMrMrMMMMMNMrr: a/ rrMMMMrNNrNNNrNMMNr r \MIIrIMNMMMrN MMrMMrrMMMMMNMMNNr IMMIMMMNMMMMMNMMr 0 IMMMrMMNMMMrNMrrNNIMMMM MMMSWINIII NMMMNMMM UMMNMMrMrMMMMMrrM ININNMMMrMMIrNMMMMMrIN ,1NNrM1.li fw itNNNNNMMNMMNMNMrNI NrMMNMMNrMMIN■ ■rMMrIMNN■ I IrMNrMrNNMrNrMMlrrrrMrMI1rMMI! euiNrrMMMMMMrMM_M_Mrr_MM_I N■MMMMMMrMMMMMNMMMMMMrMMrM■ NNM NMNNMNMMMMMIMM M MI INNIMMMMrMMIINMM MMMNI MI NMMNNIMMMMMMMMMNIMMINNMMMr■ IrMMMMrM IMMr.rrMMrMMNMM11rJrI .MArMMMrMMMMMMM►ammummI MrNMMMNrrMMMMmrMNMMrMrmuen INNNUMUNMNMMNNM .NMUMrIMYIrrrMMNMMNMNMMMMIr iii ■MMMrN1 ■r MNMMMrNNNMMrrMMrNMrMNrMNr IMMIMMNNINMMMMMMMMrNMM1 NVAMMNMNMNMMM►:AMIN1 MMMMMMI NNNMMMMMMNMNIMI MMMMMMMMMMM■ IMMMINMMIMMMNMMrrNIMMN1NAMMMNNMNMMrw NMMaNIiMMMMMNN IUMMMNM ■ MNNNNNMNIIINIIIU 4N .r,� imummaxammommommmes srmrsimmemmemsrmirm ummenromm IrNMMNrMNNNMM MMNIMMMIM NNNMrr.lUMMiIMIIrlINIMMMMMMI rN INMMMIrIMMMMIrNMNMrrrMrrMINNMMrMNrM 1NIIUMMUM MMMMMMI rrrMNNNNNrMMMMNNNMNNrrrrNMM IMNrrMNNMMrrNrrMMrNrraIIMMNNanorrMNIIUN..N■■ NNr .MIMNNMNNrrmarMMMrMMNNrMMMNNr■ 1 IMMMr ruuuIMNMNNMNNMNM1INNNMNNMrN ■NMN1rNNM rNMMIMMNMMlr; MM.i 18 INrrIrrNMNNMNMIMMMMMNrMNMNrMrMNNN 1MrMNNNN■ memilm'A MIMNMM 11 .. .. IrMMNrNNMMMMrMMMNNINMNMMrNrrM 'M 1MMMMrr•I rMNRrIMrNNNrromarrrM'. IMN■ INN M INN / N NM IMIIMIIMNMMMMMNNNMNIMMMrMMMMN1r1r1 M 1 MMMMMMMr RI :MNMNMMMMMMWMIMM MM 111111 III III INMIINMNMNrNMMNMMNMMrN ■NMNMMMIIrN1IMMMMMMMrI• UMlMMNMMNMrMMM %IIIN 11 1 IOU rMN IMMMNrMMM NrrNIMrNMNMMMMilmme r., rM NMNNNNrMI +NNMNMNMMMMNNMAN:INMN '� IIINNIINMN IUMUNMMNMUPN MMN \1N r rrMNNMrN■ NMI ► IMMNNMMNMNMMMMNMMMMMMMIMMNMNN MMMIIIMNNMM AIMMINNrMrMMMMMMMMMM► N h MY IMM III IWOMIMMINIMNM M MMMMNNMMMNMMNNMNNMMIINNMr .MNMNMMMNNNrMMNNNSWINMM r 1r r 11 ■ 1 �_JN1�rNr INNNMrrNMNSMN1MISrSwrMMiiNMMNNiArAAiIN .irMMMNrrrrMrMMrrNMlrrammori , rr1 ■ INIMrMMNNNMMMMNr ■MMMMNMMMU∎ INMMMMN IMrwrMrMMMMMMrMNNMNNNMrMMM1NIMMMIMNlummilr1MI IrIMMMNI N N in I' ■ MrM■ IM , MohI N 'Al ■IM 11 ■ Jr 111 '1 1 '_ Roof System Manufacturer: M0 IN i e r Notice of Acceptance Number: o 2 rl -O5 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 47`b P2: 100 ' t2 P3:' b Maximum Design Pressure (From the NOA Specific System): ( 0 6 ` S Method of tile attachment: PO ly Rawl o 1\C" i oe Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof Slope: 3 : 12 Deck Type: Steep Sloped Roof System Description 1x6 V — ,r - ype Underlayment: nsulatlon. Ridge VentilatIo ? • Ire Barrier: Mean Roof Height: .. ..2 I go L& 1-71-c I ck astener Type & Spacing: dhesive Type: ype Cap Sheet: a.8p /& oof Coveri Type dg 6,4t4 c ci; -C rc1 itio K` e r et me re-f -e 11i 4 3h± & Size Drip 441.1i I 4 I ( e: ng: lot I f/ti f R % S j'� °ct Cs p ` l ° ad et-Wit (44 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor /Base Sheet and Identify Manufacturer Attachment (If a component is not used, identify as "NA ") System Manufacturer. NOA No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: Pmax3: Max. Design Pressure, From the Specific NOA System: Deck: Type: Gauge/ Thickness: Slope: Anchor/Base Sheet & No. of PIy(s): Anchor /Base Sheet Fastener /Bonding Material: Insulation Base Layer. Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer. Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of PIy(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s).& No. of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/ Bonding Material: Surfacing: Field: " oc © Lap, # Rows © " oc Perimeter. " oc © Lap, # Rows (4) " oc Comer. " oc Lap, # Rows (a3 " oc Number of Fasteners Per Insulation Board Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, 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 Details that Comply with RAS 111 and Chapter 16. FT. FT. Parapet Height Mean Roof Height Where to Obtain Information. • Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCB 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier a, NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance M Calculated Maim= Attachment Resistance F NOA Required Uplift Resistance Fr Calculated Average Tile W4ht W NOA Tile DimmAons 1• length wm. width NOA All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance* Mean Roof Height - Roof Slope 15' 20' 25' 30' 40' 2:2 34.4 38.5 38.2 39.7 42.2 3:12 32.2 34.4 38.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 _ 37.3 5:12 28.4 30.1 31.8 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile s ystems, choose either Method 1 or 2. Compared the values for M with the values from M f . If the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. 6 Meth 1 "Moment Base T' Calculations Per RAS 127" t (P z a. .,C .______J- Mg: _ Ma NOA M ( c (P2: 1 % 0. = ) - Mg: Mra NOA MM (P3: I60ibzX t ) - Mg: 3 =M NOA Mr Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA Mr *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F, values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt : z l: = z w: _ ) - W: z cos 9: = F NOA F' _ (P xi: = z w:= ) -W z cos 9: = F NOA F' (P • z 1: = z w: - ) - W: z cos 9: = F NOA F' 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. �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. — 51?) 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 con roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. -1b 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. 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 -lying 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. 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. wnpr's /Agent's Si ture C: 1DOCl: 11C- Ikmp1LOCALS- 1\Temp\SECTIO?t 1374.doe / c2■- / V L e Date Cont actor's Signa re 10/20/2013 07:48 9544914489 a BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOAL Monier Lil'etile, LLC 135 NW 20` Serest Boca Raton, FL 33431 Tilts NOS, consists of pages 1 tirough 5. The submi• tad documentation was reviewed by Frank Zuloaga, RRC F-DL. Jur rLr ABC #130- TILE MIAMI -DADE COUNTY, FLORIDA METRO -BADE FLAGLSR E UU..0ING Iso WEST Ft.AGLBKSTREET SUITE 1603 MIAMI, FLORIDA 33130 -IS63 (305)375•2961 FAJt(305i375.2408 SCOPE: This NOA ! s being issued under the appiicable; rules and regulations governing the use of construction materials. The documsntst.ioit submitted hos been reviewed by Miami -Dade County Product C ortrol Division and ae;cepted by the oatd of Rules and A.pecals (BORA) to be used in Miami Clods County and other areas were allowed by the A At Having Jurisdiriion (AHJ). . thall riot be valid after the expiraticin date staled below, The Miami.Dtida County Praduat CortCroi Division (Ice Miami Dade County) and/or the fU4J (in areas other than Miami Dade County) reserve the right to ha ft this pi oduch.. or material tested for quality assurance purposes. If this product or material fails co perfarnr :n th : :soerptea' manner, the manufacturer will inecur the expense of such testing and the AH.1 may immediately T': rake, tno• ify, or suspend the uSC or SUCh pr44U:t Or rtntcrial within their jurisdiction. BORA. rewire :i: the right t•: r:voGte acceptance, if it i$ determined by Miami-Dade County Product Control Division that this product or ni.eterial fails to meet th_ requirements of the applicable building code. tin protium is approved as described hcreir., acid has been designed. to comply with the High Vefercuy F orrice se t: it a of the Florida Building Code, IC; E SCR.IPTION: Spanish `S' Concrete Roof Tile IL It MI-INC: Each ur+'•t shall bear a per nanent label with + :hc menufa„•tures's name or logo city, state and (i flawing statement: "Mislrni•Dadc County Product Control Approved ", uni :ss otherwise noted h :rain. ENEMA L of this NOA shall be considered after a renewal application h..s been filed and there has been no cl a in t applicable building code negatively affecting the performance of this product. TE R AIINATION of this NOA will occur after the expiration date or if the t hos been a revision Cr change in the n a' crick, t.ee, and/or manufacture ofthc product or process. Misuse oi'this NOA as an endormerrer.r. of any le ' duct, for sales, advertising or any other purposes shall automatically terninate this NOA. k'ail are to ceMp(y '1 ita any section of this NOA shall be cause for termirntion and removal of NOA. [+VER.TCS'El ENT: The NOA number preceded l;y the words Miami - trade County, Florida, and followed by t1 a enfirat;ort date may be displayed in advertising 1ittrature. If any portion of the NOA is disptlycd, then it shall tr : .ion: in its entirety. itvSt'ECTTON: A copy of this enure NOA she ?t be provided to thc user by the manufacturer or ;t tistri'wtors and shalt b: available for inspection ot joie site at the request of the Building Official, NOA No.; 024205.07 Expiration Dote: 01 /02 /00 Approval B3ttc:01/ 2/03 Papa of t=ut U1/05 PAGE 01 1Uf LW L(.'U, VC. i! J . • . 19/20/2003 @7,48 Category: Sub -Ca tcgory: Matcrf;tl; Monier Lifetilc Spanish 'S' Tile Trim Peaces 2.1 SUBMITTED te;tAocncy Redland Techrillogies Redland Technologies Redland Technologies Midland Technologies The Cat;!et for Applied Engince ing, tree. The Center for Applied IErtginee 1ng;, Inc. The Ccr ter for Applied Enginee:ingia, Inc. JVJ r;J10J/ h 9544914489 ROOFING ASSEMBLY APPROVAL Roofing High Profile Roofing Tiles Concrete I. SCOPE This renews a system using Monier Lifetile Spanish 'S'Cortcrete Roof Tile, as manufactured l' vier Lifetile I.LC and described in Section 2 of his Notice of Acceptance. For lo,:at ens :vherc the pressure requirements, as determined by applicable Building; Code does not exceed the d+rsig n pressure values obtained by calculations in compliance with RAS 127 using the values li,ted in section 4 herein. The attac'hment calculations shall be dent as a moment based system. 2. PRODUCT DESCRIPTION Mani tured„tsl 'Pest Product I�p ;cant pimcnsi_oAs Specifications PScserintio?t 1 i' 18" w = 10 a /." min. V," thick varies w = varies varying thickness EVIDENCE: Test !Idastifi r 7161 -0s Appendix 111 7 i.01 -o3 Appendix 1I PC 647.01 1'0402 94.084 4 2'3-7183-4 Mbl t_dL ABC X1.3@ -TILE Xes�_t 1Namo/RRrerr PA 112 High profile, interlocking, one- piece, 'S' shaped, high- pressure extruced concrete roof the equipped with two nail holes. F'or diri,ct deck nail-on. mortar set or adhesive set applications. PA 112 Accessory trier, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tilt profile. Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testin* PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik -Drove Screws, Direct Deck) Ng Dec. 1991 Dec. 1991 Aug, 1994 Sept, 1993 May 1994 April 1994 Feb. 1995 !VOA No.: 02. 1;:05.07 Expiration Date: 01, Approval Date :O 11 Pate 2 of 5 NA(at 02/05 PAGE a2 itl /'LWZOl.' Od: Jh 3V!'jf'Jlii.`-q'i 10/20/2002 07 ;49 S544914409 to ti Test Ai cnc The Ce iter for Applied Engineering, Inc. Rcdlondl Technologies The Center For Applied Engine,:rtng, Inc. Professional Service Industri cs, Inc. Celotcas Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Er.girreering, Inc. Walker Engineering, Inc. Walker Engineering, Walker Engineering, me 3. LIMITATIONS t Identifier 25- 7214 -3 Lcttcr Dated Aug. 1, 1994 Project: No. 307025 Test #MDC -78 224 -47099 520111 -3 520191 -2 -1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations AEC SUPPLY CO ABC #130 -T Test Name/ o , 4rt Static Uplift Testing PA 102 (1 Quik•Drive Screw, Direct Deck) Wind Tunnel Testing PA 108 (1 -On) Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier 25.7094 25 -7495 25 -7584 25- 7804b -8 25- 7804.4 & 5 25- 7848 -6 257183 Aerodynamic Multipliers Two Patty Adhesive Sct System Pate March 1995 Aug. 1994 Oct. 1994 Sept. 1994 Dec. i 998 March 1999 .March 1999 February 1996 April 1996 December 19')6 March 1995 April 1999 April 1999 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive; set tile applications, a static field uplift test. shall be performed in accordance with RAS 106. 3.3 Applicant shall cerata the ritmtiCe$ of a (Miami -'Dade County Certified Labcratorr in perform q.artcrly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the $uilring Code Compliaincc Office for review. 3.4 Minimum undertaytnent shall be in eompi ance with the applicable Roofing Applications Standards listed s ect■on. 4.1 herein. 3.5 30/90 hot copped itndcrlayment applications may be installed perpendicular to the roof slope: unless stated otherwise by the undcrlayment material manufacturers publis?tea litrnt eve, 3.6 This acccptn,tee is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Wilding code. 3.7 May be installed an scopes 7 :12 and greeter. 4. INSTALLATION 4.1 Monier Lifetiie Spanish 'S' Concrete" Root Tilc and its cor'porrents shall be installed in strict compliance with Rooting Application Standard RAS l 18, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.7 07,- 1;105.07 Expiration Date: DIMA Approval tllete:01f02J03 Par:3 of PAGE f:3,' 35 PAGE 133 Table 4: Attachment Re,siisst ce Expressed as a Moment ''or Nail -On Systems - M (ftdbf) - -� Tile Profile Monie't.,ifeiiie Spanish 'S' Tile ._.__._ Fastener Type Direct Deck (mirk 15/32" plywood) Dtreet Deck (mien, 19132" plywood) 2.10d Ringt5h ank Nail& 28,5 4 1 :2 .2 1 -10d Smcuth or Screw Shank Nail 5.1 6. 8 -"' 2 -10d Smocth or Screw Shank Nails 8,9 9.2 1 JAI Screw _ 20,7 20,7 2 .#8 6Crows _ 43.2 _ 43.2 1.1Od Smooth or Screw Shank Nail Field Cii 23.1 2?.1 1 -10d Smooth or Screw Shank Nail Eave Cli 29.3 29,3 2 -104 Smccth or Screw Shank Nails Field al 27,G {7 3 2.10d Smoc th or Screw Shank Naffs (Eave Cl) 38.1 38.1 .--. -- ---- Table 3: Restoring Mome duce to Gravit 5 ":12" - M. ft -lbf) 6 ":12" � ' 17 " :12" c7 reater rile 3 " ::12" 4 Pile Monte^ Ufetiie Spani.,h'5' Tile 1 Battens ` Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct clock 7,87 N/A 8.51 N/A 8.44 N/A 8,27 N/A 8.07 N /A 1i,'10r a_; :06 �l7or_1N.�ri 10!20!2063 '07: 9544914489 • Table 1: Averag. Weight (VV) and Dimensions (i x w Tile Profile AtSI: surrt_4 L;u HAUL 04i 0b ABC kin-TILE PAGE. 04 Weight -W (Ibf) Length -t (ft) Width -w (ft) {Monitor Lifetile Spaniel 'S' Tile J _ 2 64 1.5 0.885 _ i Table 2: Aerod namic Multipliers - A. (ft Tile Profile _ X (ft 3 ) Monif;r Lifetile Spt7n shf'S' Tile Direct Dec1r licatforr_ Tile Profile Monte. Litetile Spanish 'S' Tile Adhesive 1 SI:, man ifACtures component gproval ror installation requirements. 2 F'i ?xmole3 Products Company Tilel3Qrec! Average weight per patty 10, grams, P'. 'y' v m Pm0u5L tnc. Averaqvalg patty lift ram.s. Table 5: Attachment Resistance Expressed as a Moment M (ft -lbt) for Two Patty Adhesive Set Systems Tile Application Minimum Attachment Resistance 29,3• NOVA No.: 02- 1105.07 Expiration Date: 01,12108 Approval Date:O1. U2.03 Page 4 of 5 criZa03 0Ei:00 31357518579 /20 /2 137: d$ 954G9144;ii9 Table 5A: Attachment; ce bt) le Pa -. -- � �cprQSSed as a Moment - Mr (ft-lb�f) for Sing ACC a Set S� stems _ Tile i Tile Application: Minimum Attachment Profile Resistance Monies Lifetile Spanish 'S' __� Pvlyraam Pal Pro Br;,S' Tile r oam Pa La e ptidciv dacernent of 6 t Pc1 P 3 4 Medium padAy lecament o drams of Poly roe*►, L Table 58: ,Attachment Resistance Expressed as a Moment - M, (ft Ibf) for Morta Set Systems Tile Tile Attachment _ Profile _Application Resistance M onit,r Lifetile Spanish •S' Tile Moller Set _ - — 24 g 5. LABELING All tiles shall bent the imprint or identifiable marking of the manufacturer's name or log,c, or folio Airig statement "Miami- lade County product Contro Approved ". 6. ,JUILDING PERMIT REQUIREMENTS 6.i Application for building permit shall be accompanied by copies of the following: 6.1.1E 'Ns Notice of Acceptance. 61.2 My other documents required by the Building Oficia1 or applicable b,:ildirtg code in order to properly evaluate the instaliation of this system. PROFILE DRAWINGS 64' ABC SIIPf LY CO ABC. #130 °T ILE EN) OF THIS ACCEPTANCE MONttR LIFETILE SPAiNi$tt'S CONCRETE ROOF TILE NOA No.; oi.1 ;t05.07 lExplratiaa Date: 9' awes Apprdvnls; Date:4 1 /02/03 Pige5of5 PAGE 05/05 PAGE 05 — MIAM MOW Z.IL.yS TtlC Cn%'F:12S1r FT SF n! MIAMI-CAGE COtJNN. FLO; • METRO-DADE FLAGLER mac )71) D UILDINC Copt COMPLIANCE orr PRnn( �� N ML"ra N4T tan wGcl.r�t3lctt LEK OVILC /'ul;' fu:t m Products, I nc. OVA ETA -7 4U0 Sprinr.Stucbncr 1611(1 Y r >v(IAM . K �•Ct 1 1TE (�q� L I r.117n 0. .Sprint,•.7�X 77 ))4- 2IOJ FAX00S)))S -, 3 83 -1132 C ►mt•tcroN 1.tcrrrlNcw:11 1)u!1) 7 5-2,72 7 FAX c v 1 1 373-1 ) 1'roN LtirnuCEAIrlrr 01V1.114 TIvo Component PolyurerAcnc Foam applicofio:, for Notice of ON) 37 5-2•)66 Acceprancc (NO/1 t� xOos! »s.� ) of I'S �o , In: - :-r . ['haptrr 8 ol'thc o C 'Tt Adhcyivc (�us))7J. :oo_ N 13 Code ot'M nti -ondc County governing Construction. and or tile C d Co,: s t r ctio Building Codc completely i des c r ;bed herein. has been recommended tt for acceptance Office (13CCO oltt ;0 for nc li Materials and T under the conditions specified herein. Types o. This '�'OA shall no: be valid a by the Miami-Dad or r'l�;tr,�l D( any �cr the expiration date s; aped below. } ' rin)c from a , ow BCCO ..r.. 7. or material Mils to time perform Jobsit� quality co 1 or manufacturer's plan fo c' the r ight �"` 1 I t O r product fails material ; in the app to suspend this this d manner, BCCO may revoke, or su testing. l • r s' by BCC() that this immediately. pCC y revok I i s .'.• r.fng• Code. product or material O reserves the right to revoke modify. or suspend Lhc fails to meet the requirements this approval, if it is quircmcnts of the South Florida T.::: c`rPcnsc oFs„cti f,:slin b will he incurred by :he manufacturer. .tCCr:r'1'A CF: NO.: nl- 052 I.n1 F.XI'IlIES: 05/10/2006 Raul Rodriguez Chief Prcduct Compel D;vision NAL P S FOR SI'F.CrF nut t ntnc -Rltr2 AL& n1 C. o Prcd;:ct ^ ''d`' and Product tv cr r Prc p'Provz1 h s been rev Coatmiucc to be used in Miami , h C o CC and � :i:r;:; a5cvr. approved by the Building Y, •a . rida under the cortdit:ons set ' 1015∎7700 .C:00p1ti llmp:Ve•AMo u t • ' «a Y onc• co•or pt.,dot : ft erne( m id '")dress: pot (mns(ef@bvlldlnecodeonlinc.co,n F I1,k 1 'nncisco J. Qt, IItnn], (Director .A. %1 ., :ii - Did. County f'luiiding Code Compliance Officv • 1tolncpage: Altp : / /itMm,,bulldl nirodaanllnc.con( i IViateritlIs: 1. IAa 154 Sze 1042 1'nlYf0ft mJ uersd atiOFING ASSL IRLV APPROVAL Roof Soft-Cat ern ey: Roor Adhesive ProrneLX) 30 S.::CO I'o lyur4. th.1nc scow This approves I'ulypru to A11160 as manulacturcd by Poly foam Prod U • . rlcscribt.'d in Section 2 of this Nolicc or . For the locations where pressure rt- gt;irrtttettts, as determined b � `U. Inc, as y • Pplic building code, does not exceed � design c design pressure value, obtained by calculations in complinnee with Roofing Standard RAS 127, for use with approved flat, low, and high r Polyproot, All 1 60. Where Where the atlochmcnl calculations arc done as Application a as roof riles a for sinc:c patty placement, and as an uplift based pony system for double moment based ed wing system y systems 2. PRODUCT DESCRIPTION Manufactured by Amilicant PolyprotA A H 160 N/A I'oaniproop RTf I000 y N/A 2.1 Components or products manufactured by others; Any M,ia nii - Qadc Cat :uty Product Control Accepted RoofTilr A wibelt list uplift res; : va!u`s with the use of Poi)pro A11160 roof Ole dhe s ive. :,rr`nt `OA 2.2 Typical Physical Properlics: I'rnperly Density COmhres)ire Strc :tgth Tcnsi:c S!rcu01 V I!cr Absorptieu 'v1o,stt.rc Vapor Tr ;ns•ttiss'c i Dinten5iC.ta.' Stability c+ ASTM 0 162 ASTtiI () 1621 ASTN1 D 1623 ASTbt 02i27 n.rs1 E 96 ASTV4 I) 2'26 • CN POLS'FO41t )' ODI'CTS , INC. T t S pccilicitflnns PA 101 1.6 Ibs /ft.' 18 PSI P'arailt:l to risc 12 PSI Perpendicular to r:se 28 PSI Parallel to rise 0.08 LSiJFI 1.1 I'e:rm / Inch }Ir? ' 'ri ;. ACCEPTANCE No.: 01- 11____��3u? Approval Dale::.Iu �ft0) Lxpinttion Dote: 1 43 r 1 n ' 006 nZect + Vc'IUr c Cluo$ 1 .. c. evccks " • 5.0% Voltin,: Char m, 1I;:n.itlily, 2 w�e;kr product p iaLt i n th m Two component polyurethane Dispcnsiny Gc,uipme:nt l)ispcnviig Cgt;ipntcnl • AL 1' Z+rloaca. RRC Product Control Examiner • ,n • - -•. r iA it34 sia 1032 Pot Oh �ro nc ACCEPTANCE No. : 01- 4121.4 Note: Tile physicnt Propertici Gsted above me presented as t necep led ASTtvM test methods And sure sub to normolninnufaclurio � nt;c at dctcrm�ncd by values . J. LI:111TATIONS t ynr;alion. 3.1 fire classifc.i:ion is nct part 01 -this acCeptance. Refer to the Prepared Assembly for fire rating. p Roof Tile 3.2 3.3 Polypro8 Al shall solely be used with ILA iow, R hi •h tai Minimum underlaynte;t:s shall be i:1 compliance with the Roofing A plication Standard RAS 120. p 3.4 Roof Tile manufactures acquiring acceptance for the use'of Polyprodb AH 160 r o0 ti:e adhesive with their tile assemblies shall test in accordance with PA (01. f 3.5 Roof Tile mant,ftctures.acquiring acceptance for two paddy placement with the use of Polyproe AI roof tile adhesive with their til- accorda,.ce with PA (07 and with section 10.4 as modified herein. shall test in F' -- M,S 4. INSTALLATION 4.1 Polypi o® AN; 60 r.ay be used with any roof rile assembly ha vin a current NOA that lists uplift resist;.nce values with the use of Polypro® AH160. 4.2 Polypro® AH 160 s!:a11 be app!icd in compliance with the Cot-, section and the eor•es o v pcncr.t Appl:cation p Placement Details noted herein. The roof tile • assembly's adhesive attachment with the use of PolyproG Ala 160 sha :l provide s::fl :c :en: a :tact :rrt:,t; resistance expressed as an uplif', based s)s: ;� to nice: cr eAcccd the upl:R rests :ar.ce determined in compitar.ce with Miarr.i -Dade Coun:y Rncfin r App:ica :sort Standards RAS 127. The adhesive at :ae!t,atcttt da :a is noted in t :le roof tile assembly NOA 4.3 ?clyproe AI-1160 rc01 tale adhesive and its components shat! Se ;nstallcd in accordance with Rearing Application Standard RAS 120, and ?olyicat:t Preducts. Inc. Polyprc€ A:•i:60 Opera:ing Instruction and Maintenance Dock'c 4 . 4 Installation must be by a Factory Tra:ncd' Qua,tficd Applicator' approved and :icensed by Pc:yfoant Products. (rte. Polyloant Prcducts !nc shad supc!y a !1st orapprcved app :icators :o the a:tthcrity having jurisdiction. 4.5 Ca;i!•ra:ion cf ;he i=oampro® dispensing P equipn'cnt is require: bet-ere application of any adhcs:ve. T ::c mix ratio ::etwecn the 'A" component and :� bc maintained between ! 0- ,. I S .1 F e ,3. component 5113 :l t 0 • 5 ( ) : 1 0 (D). The dispense ;:rr.er shall be set to de• .0 ' :c 0 1 5 pct,.ads per tile as de :ermined at calib:- ;1e,t No other settings Si :a:: 5e approved. 4.6 PolyproZ ,t ti i 60 situ) bc applied with Foampro 101 or P oPack® )0 & 100 dispensing equi.:ren: ort;y 4.7 Polyprod , >l f 160 s!ta :I rot be exposed petmnncntly to suni 3 POLiTOAY PRODUCTS, 1! c. )+rM v- . - - - -• Frzna 2ulmsa. RAC Product Control Examiner ®0 PotYronnt Products t ACCEPTANCE No.: 0101_0 0 4-,8 Tiles must be adh in freshly aplied minutes alter Polypro® AH l60 ha bee dispensed le must be set within 2 l0 3 4.9 Polypro ®AH 160 placement and minirttL.rt. patty weight shall bc in accordanc.c with the 'Placement Derails' herein. Each gene noted herein. Tale , I , ilcl'rofil c Flat. Low Hi , h Profiles H,bh Protilc (2 Pircc flarrcl) Flat, Low. Nigh Profiles 5. LA BELING All Polypro® AIi 160 containers shnil comply with the Standard Conditions listed her ' 6. t) 1LDI G PER -11T fEQU1REMfNTS c ' n ' 6.1 As required by :he Building Omcial or applicable Building proper;y evaluate the installation of this system. L Code in order to g9 SEC . 9C 'ON (/t� J r - 1 /� n �l M C�! X A rdeS 0Eb ;id 9 I : Z I C3m iC - 50 -d1w 4 Frank Zulaoga„ RAC Product Control Examiner fic 1'olvfcam prodnt 't 1 ; Icon ..0 r rw, t DU D 4..n I.O.tr trn.= OA ti fr. Ns . twmt /1.o NO* IAA 1,17 V II I k Iry we* ali o 10 t►u y� 11. t lord the Ilt. ADI•IESI PLACEMENT DETAIL 1 Si CLE PM-i'Y L 9c9S :9S ON (&.d ruLlrvn• rIODUCTS,INC. ACCEPTANCE 11 c: Fr zui RAC ProcJuct =:.tai Examinca - 0521.02 NCIM /1 • :dfE o -g0{; PQIYfonni Produrl Tnc. N2V Ih.ovOn p+a3IIc etmeal f , 7 In. Sin paddy or ands• Vrn.nl 1 to in. I frays c.unr ] in 71 in , heron )lrr grit out Fairy coons why ' I( Through plank un. O •� J :n.,, In. Single p.. /y en undon yrnt S;11111 )41001 .n lop 21114 ' fw.. N throw% plaiVi e rrn.rll In /Mann, nl 4 Sin If pa undo/ lilt 41n_ en top o o r n Sl"II<r paddy O lop oI Idle S,ryh p..el undo, IN ■ ; s EC_ : c V 'C X&.d A1CCE 01 PTA No. : -052 02 AUIIESI PLACEMENT DETAIL 3 DODULE PATTY Paddy (DozwooV ,11.1 p �f (undo, III.) 7 he 7 h , t►d6rn zznuf .rr Ha pod" $J Curt. wl flay 1 7 Swp pad* hen, wen tut rrall;; 2 r( ' oiga, FtRC Produce Control Examiner. SInpf. NM/ untie' MI Sl e�y Oddy Eel►nn ll 7 klykm.r .Li wily UPI wan cab .!,:Cf" )7 n cola Fn, htsnyhilit ern :lawn Cot. 84. Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -452 Printed: 4/2/2004 Applicant: JANET BAPPERT Owner: BAPPERT JANET JOB ADDRESS: 1002 NE 98 ST Contractor KAWALEK, PAUL RICHARD Local Phone: 786 277 - 9540 Parcel # 1132050180300 Building Permit Contractor's Address: P.O. BOX 531051 Legal Description: REV PL MIAMI SHORES SEC 8 Fees: Description Amount FEE2004 -3478 Building Fee $300.00 FEE2004 -3479 CCF $9.60 FEE2004 -3480 Notary Fee $5.00 FEE2004 -3481 Training and Education Fee $3.20 FEE2004 -3482 Technology Fee $7.50 FEE2004 -3483 Scanning Fee $9.00 Total Fees: $334.30 Total Fees: $3A.4.g0 Total Receipts: 18:00 APR 0 9 M / D Permit Status: APPROVED Permit Expiration: 9/29/2004 Construction Value: $15,300.00 Work: RE -ROOF MONIER TILE COLOR THRU Signed: (INSPECTOR) Page 1 of 1 PB 43 -69 LOT 13 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: BLK 180 LOT MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 10-z7 -o 3 Time Type Insp'n +\ P-e -A Chi] Permit No. P • 05 . / 5 o Name IV p,7 rte" • Address (b0 2 e Company Phone# S_ 75( -9 /a For Inspector:13t (0 (f)„3 Name & Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Zr Date /U' 2 n Time Type Insp'n �� n l Permit No. ( CJ - i S Name 5Q/�AX PJCk P'p'Ua Address 1002 K QED S T Company P oo EI kci • Phone # SOS ' 7 -q N For Inspector: ff !o'Z�S'U lame & Date Approved Correction Re- Insp'n Fee RECEOVED SEP 3 0 2003 BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department Permit Type (circle): Building Electrical Plumbing Mechanical CRoofnig> Owner's Name (Fee Simple Titleholder) f ,4PP Phone # so , 7,..c7/1 . Al 97 Owner's Address /1 /LE Qcf J-1 City /Yt 1a/14/ i VI "MS' State 4 Zip , 33/31 Tenant/Lessee Name Phone # `5 Job Address (where the work is being done) /e City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO X Contractor's Company Name 7) k / ,)( Contractor's �A�ddreess It JC7 , e City ilhalt ./ n A- 10 Qualifier r t - a-L ci-t' Architect/Engineer's Name (if applicable) - Phone # Architect/Engineer's Address City State $ Value of Work For this Permit $ ` Square Footage Of Work: f6 SP Number of: Bays 1 Stories Families Type of Work: ['Addition DAlteration ❑New Describe Work: 12.-e 1?-00( - 1 — ('.A 4 1Z-00 Permit No. C. 923 - 15(p • Master Permit No. Bedrooms Zip Phone # S0(C) '9 Zip Zip * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Baths ce 0 Demolition County Escrow Fee $ Permit Fee $ Notary $ OCT 0 2 PAM Education/Training Fee $ Tech $ Scanning $ Radon $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that 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 pennit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Ag /I rr The foregoing instrument was acknowledged before me this 2't' day of 20 by Contractor The foregoing instrument was acknowledged before me this / day of 001 , 200j , b y who is personally known to me or who has produced who is personally known to me or who has produced NOT NOTARY PUB Print: Prin My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. My Commission Expires: APPLICATION APPROVED BY: chc7r7 /o3 As identification and who did take an oath. • Mabel Vargas Co , ' is'�n #DD231984' ifjr� 'li �! * B ond n. Co !! \ ,` f( Bondin • C 11 Signature as identification and who did take an oath. OCT - 1 2003 Plans Examiner Engineer Zoning a p i. Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. iZLzf (A) /•d Contractor's Name Job Address /c ?- NG 9g 5/ - ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes Shingles ARE THERE ❑ Prescriptive BUR -RAS 150 GAS VENT STACKS? YES ❑ NO ❑ s, ROOF TYPE TYPE - NATURAL ❑ MX O ❑ New Roof 'Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 16 / A y 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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E p ■pp.q ■ p ■ ■E .C. p' Cpp p . :ECCC CC E ■ ■.E . m ICE o':'EC . mpg ' E E CE E pECCECm E : p :C E ' EE C E • ' C■ ■ ■■ ■ ■ ■ ECCp ` I � E i .p C E C C I■ p' ■.. CE ■ pE ■.. ■ agog p► �■ ,E ■ . ■■ p pp ■. ■■■■■ ■■ ■ ■ ■ ■■ . E■p E ■ ■ ■C ■ ■■�' ■. ■ ■ ■■ ■.. ■■ ■�.� " E E' ■ ■■■ ■. IECEEEuuuECECC CCCE CE i u.CCCE�' 'EE"- CSC_ "' "p" If ; pEEACNSIMMEEEpC E pCEE E pEEECCC: 00 3 --/-5.-&6 Roof System . Required Sections of the Permit Application Form Attachments Required 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 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 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 (Re- Roofing Only) 7. Any Required Roof Testing/Calculation Documentation Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: a Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (if a component is not used, identify as NA") System Manufacturer; 6H� NOA No.; O}liefi /0 Design Wind Pressures, From RAS 128 or Calculations: Pman1; , 5? Pmax2 ti 7' 7" Pmax3 /3/' 7 4 Max. Design Pressure. From Specific NOA Deck Type: 11( (n T4 C, Gaugenhlckness; S AnchodBase Sheet & No of Py(s): 1 7 An hodBase Sheet Fastenei7onding Material: Insulation Base Layer, .0 f Base Insulation Size and Thidmess: oCifil Base insulation FasteneMBondiug Matadi Top Insulation Layer A.Y/` - Top insdation Size and Thickness; Top Insulation FasteneriBonc ing Matertak� J,- Base Sheet(s) & No. of Py(s); Base sheet Fastener/Bonding ?inJCAP AivD- / /Sl ,e • S - aJ9/ Ply Sheet(s)& No. of Py(s); Ply Sheet FastenerIBonding Materiel: Top Ply: fY! tin / R&7) 69,010c67 Top Ph► Fa s4n e / a 'P a h162.0 73 Fastener Spacing for Anchor/Base Sheet Attachment qq f=leld: oc Lap, # Rows oZ _ L' oc Perimeter. 6 ' oc a Lap, # Rows @k.' oc Comer: ' • oc a Lap, if Roya . S. • oc Number of Fasteners Per insulation . Board Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblockhng, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. 'Mall: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Sparing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. e . r FT. F. Parapet Height Mean Roof Height 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 wifli 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 owynet's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics- Worinnanship: The workinanship provisions of Chapter 15 (High Velocity Hurricane Zoe . ) 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. 2 le t 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be d 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 u'1 is (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. ‘ea-4 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be v kwed 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. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may se water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural d ress 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. 4 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not o loaded from a build up of water. Perimetededge walls or other roof extensions may block this discharge if o rfiow 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 or of the structural assembly (the building itself). The existing amount of attic ventilation shall not be ced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. CAOOC ittglapP .00ALSOfuygtalOSdubs Date 9 /A3, 03 tractor's Signature UMUXNGCppe 001111MANCIE OMER t p UCr COMEMOILMIIIMON NOTICE OF ACCEPTANCE (NOA) GAF MatCTI2I Corporation 1361 Alps Read Wayne, NJ 07470 This NOA consists of pages 1 through 33- TARTIRMAISIXAMEIBUILIZNG sownsenumanitsvancr,aons tam (306) 375 -2911 FAX ass) 375.2900 .1 This NOA. 1nm and use of construction materials. This NOA is being � l the g Code sod Pardus* The documentation sub mined has been nviewedby the BCOO and accepted �► Review w Co mnitroeto be used innMimi Dude Canty and other areas whist allowed by the Authority Having J (AB Control NOA shall not be valid alder the date stated below. The Miami-Dade Mani DadeCotriy)�ortheAI(in d�M Dade Ciomety) reserve the right to Division have this product or material teed for quality assurance nce purposes. ffthis product or material Ms to Perform it the will incur die se of each toting and the AID maw immed ► revoke,. d dre or amok' within theft jor . BORA rte die tight to revoke ma a the use of such product by !Cr Dade Monty Product Cool Di vision that pool ct or medal this fix, if k is determined bgr • fhis to meet the it p.i ms cite applicable bong code. This product is approved as demised herein, and hes been designed to comply with the Nigh Velocity BIBricane Zone of the Florida Bailing Code. . DESCRIPTION: GAF Rnbereid40 Modified Blames Rolf System for Woad Dears. LABELING: Each unit shell bear a permanent label with the manufactatoki name or kago, d°ty, city, following statement "bEemi -Dade C ouoty Product Control Approve`% °theorise nose RENEWAL ofthirs b alder a renewal appl caai'n s rhea has been no ma le change is the bra will occur ardor the date or ifrhe=a has been a rte► or c�mge in the m�T of NOA of pr ors. Misuse of this NOA as an ender of any materials, use and/ac m shall this NOA. Faadurete comply 'e for mks, add or any other purposes any section of this NOA dealt be cause for termination and removal of NOA. Caarty,l:7odda. and � &splayed, then it AD� :�NOA p dby the wo� NOrA the name may be advertising ff�►d�d be do e in es er, zy. - INSPECTION: A copy of this entire NOA sisal be pmvidol to the user by the manufactolcr or Ss dash and shall be available for impaction at the job sin at the request °fthe Bunting O»i1- NOA Net g .408.10 Expiradosasta 1114163 Apprerd.D Pagel On Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood, Non- insulated New Construction or Renoof Deck Description: 19/32" or greater plywood or vioad plank ciccks System Type E (1): Base sheet mechanically fastened. AR Cetera! and System Limitations sled! apply. Base sheet: GAF AS HID Uffimanw Base Shoes, STRATAVENil Eliminator Perforated Nee =BERM Modified Base Sheet, RUBEROUI MOP Smooth, RUBEROIDS 20, RUBEIIOTD SRS licat-WekPlir Smooth or RUDERDID SBS Heat-Weld 25 bane sheet mechanically famine:el b deck as desmiedbdow; Fig Optieme GAR LASO Ply 410, GALAS Flew P 6, • ir, it : - Sheet . Base sheds attached tD dock with and spacing of 9" at she lap s4cgge ed ad is too as 1? 0.C. in die Md. aleXIMINNI Design hansom -415" See Gemini Liniesit+a 17) GAP(RA9®Ply 44t GAFGLAS AS Fla[ Wm 6, GAPGLAS 175 Base Sheet or any of above Base sheets attached to deck with Dill (GAFTTTE) 112 or 114 Scans and 3" Plates, 12' o.. in 3 ma One sa. is in the: 2" s The ether s nee eognalry spnJ 4I te �aldy 12" ac. is ie Said oftie sheet. � S See Liwiaadwe 17) . t� .r; -�, of shone Base SD dodo wedk _ - . —" alas and tin caps at a Suer spacing a£9" ore_ sidle 4" hp stsgreied and as tiro mws 9" or. in the field (Iffindersar iReaigre Pne arse — Si2J pig Sae Censoal lasieaisn 17) GAFGLAS 1 15 Base Sheet ar a e r (Wahine Base streets minded to dodo with 1 -Tice (GAFIITE)112 ar t14 Sam ad 3" Platens, o.c. m 4 tows. One row is in the 2" side kw The other mum ate etlaaly speed approsiorody 9" or. in the field of the sheet ■ sass Desta Pressen,e - pnA Sue 6eaesnf l:riiiwi 17)7) Any of above Ba a sheets aatnied b deck apposed awiar ring skink aids and 3" inverted 1 -Tat: (GAFI IE) pyres at a fastener sprang af9" o.c. ar the 4 "lap sniggered sa two news 9" in thefield. fI pA Sege CureraCLi■iraties #7J GAFGLAS 175 Base Street many of above Base shoed attached to deck with Dell-Tee (GAFT1TE)112 or 114 Screws and 3" Pleats, 8" o.c. in 4 lows. One IOW/ is in the 2" side lap. The other rows ate equally shoed approximately 9" o.c. in the field of the std (Maxim= Der Pressure —75 psf, See Gemmel Limit anion #7) NOA Me a 441N.1s S:pletairic Date 1Lttfia3 Appawai Datc 99231l2 Page 34 033 r41 uv ' Ply Sheet (Optional mugs overRUBERM Martial Base Sheet, RUBFROID MOP Smooth =BEIM* 20, R(AD S'AS Hest- lir&Fm Smooth or RUBEROID SBS Heat-Weld) One or more plies GAFGL AS PLY 4 ®, GrAF LASDPLY IASPleaPly6deetal m afapplowedievisit appTiedmaim tia:EVT amp ad aa ale cf20-4DlisJsq, or Rvb sold Tank Smoak molt wind accosting I° mtaiaclan's appficadon instmaiaas. $y One* ofRebanide Taub Sandb.ltabesoide Tads Gawk Itnbecoid® Toads Pies Car& m: &i* cita Tack FR leak acoaniing to naaon6retones Or One or -. of RUBAROWS SIM Bleat-WeltPi • 1 1WBBROIDO SBS H .W - •. RUBBRAiIDID :; Bea -Wddm 170Fi, R[JBBROIDSI SBS Hess- R/dd° RUBBROIDO SAS Ban-Wddrin Smooth, RUBEtOID® Ultaeladm SAS asdRt>i t0®• SHS Hest,Wdd"' 25 mimed =En in assasfadasatbappieaese introctions. Maximum Design Pressure: See Fagg Above: Surfacinv (OPT) bean one ofd following 1. Gavel or slag applied at 400 lb /sq, and 300 Wog. to pectivdy in a flood coat of approved asphalt at 60l&Jsq. 2- GAF Pawl= Mewed Alrstaeu RoofCoriosg, at 15 gat /sq. arGAF Wa i tket Eurftioa at 3 (Tacit Smoak appic+tioois only) 3_ GAF Wealitaoato® MBKIdasist 715 — Coating), Ades at 1 to 15 gal/sq. 4. Top Cane Surface Seal 602 SB Caning), Appied at 1 to 15 D I NUU 1 WOOD DECK SYSTEM LlEBEITATIOPEW 1 and sip for h Wu with Ply 4 and Fbz u 6 when used as a mechanically fastened base a Z. Dads or 34" Deus Da ar 34 Type x imam bond isaoocptabicto brindled thectly oret the wood deck GEffigRAL LlidlTATIONS: I. dassificatio 1° is not at of this accepter refer to a anent Apposed Memory for fire risings ofdis Z. product. aans y be imaged nodtiple byes The fiat 1as:cabsl be ____as corpb_ with Piedras Camel Amami gaidetum Maher aspbdt aplieti wilds tiebY!' lions � siilaepriq f� AE P_ eitsepls �at srateaf�.dp a � sines ae somptable far asphalt. pod aiee shall be 4' 3( 4' �denscat mast aPpdied in approved 4 Aa snaky sa Asses vay base iniiiindatpaill iE anplogatiall applindourdoir doled CM amiss with apposed moppet Moo applied using spot �p bond is noddle base abeet shalt be 1? iiataseser /Mao n tiisee arses, see at ads aid ipandtse �iassaiic ft sloe s a pet S" an of se■ti, Dreitting artk nips ai aseti■ ' in each ribbon to allow caooee aot iOO A 6`i.e'a1f deli be placed nay 12' in f 12 �� NM= Spa* AtP1oi appit'atisa clobber span doll be ata`asisind» of -45 ' kiiad ia: ni�iiiE deice 55- Fastener spacing ioraseubrtion 275 Htf, naiad aotasitje■oc - s 6asod'ats aYasiosiie F, of - ate bdo�ar 275>Tie iotnLtioe �� 1 >ftasefitsreuersair�, as 6. ,��� �tsittinot6eaoa�, at on a midst= fanner specific am. SZioafd't6ti6e d f ° *__wiiieA Bialersog Mat an dsodtutenesspadsE, mtpsite�s dennudiorby the shdl arne the withdrawal tosimance vain Mon Ran orDedimedlbaeff�aastiptoc�► —d S f Fweaer spy* g awns inc spiittne Rorie / arum Seem �dtdi ?AS 7. p� � cone coawns shall !AS 117. 105 nod calculations arras. Poisoner ander eau* widt Src wed spilt peanut sopitement of these canpfascc densities dal be increased for both iaakrioa quid base sheet as cakmated m referred idols alb 740A, Omni "sew Appicoat SWAM RAS 117_ (whet fie >ttalasy■e b spediamr & All attr ad p mink ` aaet d p ane, a!! o 9_ conform With Xmas Animation Soldwd The maxim= demigod press= iosi� RAS 111 �� the sd isedseq field, peaoseters, a■iooese� p fired ahi applicable*, all sowafpantaanooea enhanced Suraiss at Callao edpsemee arms (i.e. p auer ed awns Dior be applicable.) , Gerard 1�■itaHsa#7 will aac END OFCEPTANCE s PN.: 112 llyksiluma wawa . A!leowiD�see Pate= trzx04:02! -NED 14 : 52 FAX 11114211.3451 coinntsamt =Mtn lune 20.2002 Mr ivfichael J. Gado GAF Materials Corporation 1361 Alps Road Wayne., NJ 07470-3689 r k4-c iii.,111 Our Reference: RI 306 Dear Mr. Gads: This is in response to our conversation on Jame 20, 2002.. As &cussed the follovaing nlidW aye ANSI/13L790 rue test data- Deck. C-15/32 Insulatito n (Optional): Oscar more layers parte, gbss fiber, isocyanutate, partensecyasmale composite„ parte/urethane composite. wood fibecraocyanurate composile . any combinstion,Any thickness. Rase Sheet- One or more layers Type Ruberoid 20 or Ruberuid SBS Heat Weld Smooth. Ply Sheet: (Options°. One or more layers Type GI or G2 Weld 170 FR" "Rebereid SBS Heat Wdd FR" or 4 1 . ..." Ruberoid SRS Ilea Weld Cs A trkeria -- tr any4tlitions arise on the above. please contact the writer. Very truly yours, Douglas C heler lineriersing Group Leader Fire Protectioa Division rik .eM__ sonic IL a immseasasi„,i, siemains tharamsopo.fteasso) taajmassa rooktsapagiuss liplamadsre A viva meow dediedot Poo slk ceavoMMI to 4u11.11141 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATIONTOR 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 Zoe ) 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. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be re led 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). * AS 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring u is (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. lk! ` 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vt ved 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. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may se water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural d ress 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. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not o loaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if • o rflow 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 in • for of the structural assembly (the building itself). The existing amount of attic ventilation shall not be ✓ � ced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. O r's/Agent's Si CADOC IC.4 Or..gAcrnos iau+ve -t 9 /$3/ 03 Date ontractor's Signature Owner's Name and Address . .....7 41 4 Registered Architect and /or Engineer ...... Name and address of licensed contractor.• -�r/. Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done State work to be L " New ui!ding .. Remodeling Disapproved .... (Signed) and pugposg o>i building Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby mode for the approval of the detailed statement at toe plans and specifications herewith submitted for the build ing or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami Shorts Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores VillaiTe shall be complied with, whet r herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. 1- Subdivision. . ,........ 6 y f loors) and for no other purpose. Addition Repairs No. of Stories _ To be constructed of Kind of foun atio Roof Cov ri Estimate Total cost of improvements $ • ••�- Amount of Permit $. 30 • // Zone cubage required .Plan Cubage Distance .to next nearest building Size of Building Lot _ Date.. ._..__ — No... .11..Z. Streets 11..._. Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of Libur under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Penn.inent Sup clement, anti has complied Stith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employ by him in the work to be performed tinder this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontractor , on work to be rformed taller this pcnnit, as are licensed by Miami Shores Village. ( L Remarks 77 c STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him �j s ta ted are true. Permit No..__ t ( Date C t 111)4(0 Date Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commiuion Expires PLANNING BOARD DATE Chairman Member Member Member Member .. _....._......_..._._...._....._ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained fmm the I'Linnir.g Board. A re fce of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anti /or workmanship. Owner' Name and Address John Meyers New Building STATE OF FLORIDA, COUNTY OF DADE. ss. Building Inspector MIAMI SHORES VILLAGE BUILDINCT INSPECTION DEPARTMEN APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of thr; ciet, iled statemen. of the plans and specifiL :Ins herewith submitted fo: the build- ing or o h -ructure her i described This ri limb; is made in compliance and con o'm ty w.tli the Building Ordinance of Mia ii Shores Villagc, or da, and all pro isions of the Laws f the State cf ikrid. all o d nances uf NI; m Shores Village and all rules and regli a ton of the Building Div i of •iain Sho, illage '1 ,e 'o pl ed with, whether herein specified or not. A copy of approved specificati must be kci at bur:ding durin, progress of tl e werk. Date 19 8 /3/53 No 1002 StreetNE 98th St. Acgistered Architect and/or Engineer Name nd address of licemed contractor Lang Roofing and Tile Co, 430 N. W. 79th St., Miami, Fla. Lcation and legal description of lot to be built on: Lot Block Subdivision Itrt Pt and Number where work is to be done 1002.N. E. 96th St. State work to be done and purpose of building (by floors) APP4 34 felt, 2-15 s, asphalt & gravel and for no other purpose. Remodeling Addition._ Repairs _ No. of Stories To be constructed of .. _ Kind of foundation__ ______ Roof Cov 'ring G ravel Estimtcd ,tal cost of improvements $ _ Amount cf. Permit $ 5.0U Anne -ubage required __. _Plan Cubage Distr n c:!, to next nearest building _Size of Building Lot 1. live load to be borna by each floor hereby submit all the plans and speciii,-ations for said building. All notices with reference to the building and its construction may to The uncle signed appli ant for th s buqding permit does hereby certify Ciat he understands and accepts his ,•bligations dN an employer of 1 bur under he Florida Workmen's Compensation Act be'ng -tion 5966 Col p led Gen al Laws of Florida P r anen S tient. end s compl ed w'tli he prov'aons thereof, and will require smiilar corno lance from all contractors or sub-contractors cmplo .ed by him in the wo k to be p rf med under th s pern it and ill post or cause to be posted for inspection on the site of the work su 11 public not] e ("tires as are reqmr d 1-y the Act. The u. d. r ign d agrees to employ only such abcontr ctors, on work _tcl _be nerform d der this perinit as are licensed by NI am, Shores N, il • ge. Tile Lo rks _ (Sived) _ Before me, the undersigned authority, a notary public, duly authorized to adm.nister oaths ..nd take acknowledgments, personally ap- pered and who, being by me first d. ly sworn, upon oath deperes and says tha he is the of tli abov de L ibed • ,struction t h has carefally read the foregoing application, and that he did sign the same, and ti at Al facts therein by him stated are tr re. Pcrmit No.. _ _i -.. g' Date ( i ' ) Read, Sworn to and Subscribed before me. Disapproved Date . „ N, -.11. Notary Public State of Florida (Signed) -- My Com:nission Expires. to me well known, PLANNING BOARD . _DATE Chairman Member Member Member Member Member Council Approved .. Date Disar,prrn ed Date NOTE: A charge of $1.00 will be made for making corrections or ?hanges to this application 'ft--r approval II t s het n obtained from the Planr ng Board A re-Inspection fee of $1.00 will he charged when such re-inspection is necessary by improper notice fir inspe tmr or fa 'ty materials and/or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT E 4 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. ...IC.) I__ 19_i- a / Q Owner's Name and Address 1‘../..._ , Date �e £ le:pe �T___E_e No. /0 0 Street Al 1.8___StT Registered Architect and /or Engineer I�S/E? _ ilk . .A/___Yo46'r4.— Name and address of licensed contractor_____ ax_v.i24,/ ._______E • .L.!___ ;t'".S____ e L_, Location and legal description of lot to be built on: �f j� 5 a1 ^ Lot / 5 Block L_90 Subdivision __ ( //.3 `_C 8 ��Y! , . 6t o 4X . S Street and Number where work is to be clone / 0 0 Z f1_ State work to be done and purpose of building (by floors) ___r _,2-1ilG_ J A01z y - !! and for no other u rpose. New Building C Remodeling Addition Repairs No. of Stories C /)_ To be constructed of C a _ 3 Kind of fo ndation R . CO Ai 4 Roof Coveting 777; 4-6- Estimated Total cost of improvements $ � Amount of Permit $ S 0 iN Zone cubage required_ e plan Cubage �� v v127 Distance to next nearest building 0 � • Size of Building Lot /Q_Q____, t_1 _ _ • Maximum live load to be borne by each floor I hereby submit all the plans and c' ' ations for sai building. All notices 2 witreference to the building and its construction may be sent to _ 2 � STATE OF FLORIDA, COUNTY OF DADE. i ' s ' Before me, the undersi etffy, a notary pu ' , du authorized to admiciste the and take acknowledgments, personally ap- peared Q• The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors -contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection te �e work such public notice or notices as are required by the Act. The undersigned agrees to employ only such su. •� . . wor a performed under this permit, as are licensed by Miami Shores Village. Remarks (Signe and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. Date Read, Sworn to and Subscribed before me. Disapproved Date (Signed) Building Inspector Notary Public, State of Florida My Commission Expires to me well known, PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. r O . 11 NIPC43.2. �4'� A) 'c z. 1 mss e ,tio ', Ko'aq 01 ' f q " S3i.S << 1110.0 i3,( A cl IZ sco. 11..04:-._ 3 0 7 2-442.-b_ it 0 rio 22 •--_�- - - - - -. 2 Jas tf rs 4.7.7.,5 S_° ; 2.51 it 7