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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 D � G ' � "' 26 ,= 51 76 2 ( ( 27 r ite. I 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 i „--• 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 me.' 50 75 100 SITE SPECIFIC INFORMATION Owner's Name. 7: IiWAk'f u/: ,1 Permit # RI' 2 0oZr Z-16Z Job Address 12-38 liE 98 `art M i, -t t FL Roofing Contract r: V t V g°° -F 0-) 4 A 1 oXVI. 6) u F t ...P Type of Tile: 'FLT Ti (ye Fo P 4 T Date Installed• 1-2 -0 3 Approximate Roof Height: 24 feet Roof Pitch: 3 : I z Type of Access to Roof: Scaffolds ✓ Ladder Other Approximate Square Footage of Roof 4 ft Required Testin Fore: 35 lbs. Testing Equipment Chatillionl00 Date Tested. l 12 4fo3 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TES THIS REPOI9"259 TTED BY: Civil Engineer: Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 Engineering & Testing Lab., Inc. N2 4178 6065 N.W. 167th Street, Suite B -23 • Miami, 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 PA 106 P.E. L� (� 5-'S U.S. SOUTH TEST RESULTS P = PASS, F = FAIL � 2¢ 3 ,og 1236 6,1E 95S L44"tI t'{29 ,F(, $KETCH OF ROOF SHEET NO `Z OF2i CONTRACTOR ActO Art ,g Le- RO0 'tr l N 4 CHECKED BY DATE SCALE ( � �.i C� f tt C z C C� is Q Q -3I \\g r 21 Zl ■ 2 .9 ( 1/ , 1 NOTES. Type Insp'n Permit No. Name Addres Phone # / For Inspectorf / Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Time Date Company Name & Date .qet_e ) ))Y) 3 v y Date Time Type Ins p'n 1 �� Permit No. — 6/ ) ' r9QCQ Name ') D.4:Ct %0 Address l C'-4 Company 21,LQ C � Phone # For Inspecto : Approve] Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Name at MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp'n Permit No. Name Ad Company Phone # For Inspector: Approved Correction Re- Insp'n Fee Date Permit Type PERMIT APPLICATION FOR MIAMI SHORES VILLAGE r M 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305 -795 -2204 • Fax: 305- 756 -8972 la .) t a / lo "° Address � V ► i s , c l q 5 Tax Folio Legal Description Owner /Lessee/Tenet Owner's Address Historically Designated: Yes No C/3 - 1 . 1 1 0/ - 1 . 1 1 0/ Na w ka w s � � Master Permit # � � k c9 l 3' M Et Q q -t h S+ Contractin Co. Ka- wa- 1 ek R 04 '4 Qualifier kW SC LVQ I €k ss# Phone 3°5 ! 5 t 0/i / State # Municipal # Competency # d1 5 r- 4ns. Co. Lee-ci IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION: 1 � + h g �� ro0f �� ��-e t vI (+1/ I" �'' l • t icka+ COW - CI - hro ^ a i?S he suite coio13(U nek. 1 ° Square Ft. '314 D " WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. Signature of Con or or 0 r Buil' , r Date s to Contractor or Owner Builder ommission Exti LISACAR ON MY COMMISSION R CC 866680 EXPIRES: August 26, 2003 1\F Signat 'e of owner and/or Condo President Notary a to 0 My Commission Expires Date 04 ay 13 Sirlannl Date My Commission 00039377 a ti dy Expires July 24.2005 FEES: PERMIT \ 3 S RADON C.C.F APPROVED: Zoning Building Mechanical Plumbing 305 ` S X390 Address -! LS AZ; ciap,a 64e Phone Estimated Cost (value) 13 6 100 `4-1le roe Sy6 . Electrical ct,.-di r 3v • TOTAL DUFb—S \ L D Date Structural Engineer � I _! i= ! I _ 1 _,_ 1 i_i t_.1_ l._i LI_ !_ a. i_ ! 1� I +_ !. i_ ,._ i 3 ! _ . _ i- �j_ _L. 1- 1.I_ 1 [11-4---11:11-17-1-11-71 1 i i 1 � i ! 1 1__ 1 i 4 1 I Y 1-7 1 e t - 1 - 1 - 1 - 1 - T 177 I 1 1 1 I! i^ I 1717 11 1 t i! i 1 1 J : ii_ti ! I I T 1 1 iT - ,, 1 1 1 1 I! ! i l !{ 1 r! 1 : 1 I I' I ! t t i 1 L LI t! I ( 1 i 1 I.J i i _j_!._ _1_1_1_1_1_i_�_. 1 _1_l 1 i. i _ 1 ' 1, '_i _!_.1 _i 1._i. J_, _1 -. _ �_ j__ _I , , .,_, 11 1 1_(3 l_1_I.._1 -_L1 �_1_I_�.._ _1_ }.1_ ?_l. i _I_I_ . 1_ ,1. : _l._ _1 -;_ I.i__IN !_' _, -1_ , �� ..1_1_1 - ; 1 !_1_L_i =� ri,1 1 f+ - 1 , i 1 _,_,_ 1 .I 1 I I 1 -_ _.!_� I f 1 1 1 1 J_. t ' 1 } 1 I _. I.1 J. i ,_. I } + j j } 1.1 1 `_ _ I , * . w[ M p _d s _. i 1 1 1 i� { �J , lLi 1 I I1 1 ^�J� > , 1= 1_1._1_1 _ _; _1_ + 1 ! 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I J I 1 1 1 I', ,_ _I_. + I l 1 t_ : _1 1 i 1 } 1 1_ L� I 1 .1_.i , ' I. 1_.1 1 _; ! 1 i i 1 t I I . .._I , . ! i_! _ _ .. _ 1 'i ! . a I i I.. 1 {{ I , 1 ,_1 _'.J_1_, 1 -, 1_; ., I 1 ' I 1_I 1 1 '_ _.1_I 1 I ..i_i_ , - -1 i 1 3 _ ..._ .- - - WO�lMllll�r�l�rlOMmu. ∎∎ ..�� ., .... lr .r;�lWOWWW �..>�rOL_ _ _ _ _ I Florida Edition 2002 I High Velocity Hur Permit Application Form. Section . Information) Master Permit No. rocess No. Pcuk leg Contractor's Name Job Address 1 � 3 U h Jti :GORY ,],� ❑ Low Slope ❑ ME :ned Tile l Mortar /Adhesive Set Tile ❑ Asphaltic ❑ ME les ❑ Vr' - d Shingles /Sha es Shingles 0 Prescripti� UR-RAS 150 ROO 'PE ❑ New Roof Ly Re- Roofin ❑ Recoverin ❑ Re air ❑ Maintenance 9 g P ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 0 3 /l00 3 L/oO 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. , Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Fill in Specific Roof Assembly Components and Identify Manufacturer (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 Ply(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 Ply(s): Base Sheet Fastener /Bonding Material: Section C (Low Sloped Roof System) Ply Sheet(s) .& No. of Ply(s): Ply Sheet Fastener /Bonding Material: Top Ply: Top Ply Fastener/ Bonding Material: Surfacing: Fastener Spacing for Anchor /Base Sheet Attachment Field: " oc @ Lap, # Rows @ " oc Perimeter: " oc @ Lap, # Rows @ _ _" oc Comer. " oc © Lap, # Rows © _ " 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 Roof System Manufacturer: M ' h 1 er Notice of Acceptance Number: qq — 10 12 , O Minimum Design Wind Pressures, R essures, If Applicable (From AS 127 or Calculations): P1: qv e g I' P2: q 61 P3: 96 IS Maximum Design Pressure 1 I I q (From the NOA Specific System): Method of tile attachment: PO ) y Fo& ■ a,d h e4 ve Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Roof Slope: 2 : 12 Section D (Steep Sloped Roof System) Deck Type: ype Underlayment: nsulation. Ridge Ventilation? Steep Sloped Roof System Description Mean Roof Height: 13 r % v-- Fire Barrier: 3o FM N //t asten r Type & Spacing: dhesive Type: I 'VI M IVaais � Il ah M t. � O r ype Cap Sheet. oof Covering: Type & Size Drip Edge: �$2while 6 Where to Obtain Information Description Symbol Where to find Design Pressure P 1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier A. NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance M Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance* Mean Roof Height 15' 20' 25' 30' 40' - Roof Slope I 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 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. For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values from M a 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. (P (P3: Section E (Tile Calculations) ent Base - Mg: - Mg: - Mg: e Cale =1v1,1 = Mr3 t s Per RAS 127" 1 I� 1 NOA hk� NOAMf ►11L NOA Mt' � I Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA Mt *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" (P : x 1: = x w: = ) - W: x cos B: = F NOA F' (P2: xl: = x w:= ) -W: x cos 0: = F NOA F' (P3 : x I: = x w: = ) - W: x 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. 11 J 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). -n 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. �W • 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. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -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. �IV 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. Owner's/ r; gent's Signature CdOOCU SIC- IkepLLOCA1.1- 1tTaagASECTIO:/ IS1Ldae 3.0,tuza€52k �2 /__/ 61.1 Date Contractor's Signature 1 ' * 14P4AMWIAD8 00u24TZ atro.otrec coot CoassuancorLAC:at 8 _ 0 efidi . METIO-DAOR mAGLat N1171.01,9O -pillorruor CONTROL NOTICE OF ACCEPTANCE uouttmArtmti .rAzumpos)307-tnoltsos 14°werrPlAcust flout Aim ism 13S NW 20 St. ifonier Lifetik LLC cO-fintAcTott manstrtc sacrtom (3°3) 373 'zin rot nom 77s-assa Boca Rat • RI. 33431 constActoR tt outcoduarr seems (305) i n 2 M4 FAR OOSInsloot Y ur ..-ft -:-., -'-, q , I .4; • for Product Approval of Pot:040k Tips (3011 1 75-2902 FAX (30s) 177 039 PRODUCT CONTROL DIV1S/ON under Chapter 8 of the Code of Miarni-Darle County governing the use of Alternate Materials and Types or Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the rip,he to sczure thii product or material at anytime from a jobsite or manufactures plant for quality control testing ff this product or material fails to perfotrn in the approVed manner, BCCO may revoke, modify. or suspend the use of such product or material immediately. BCCO reserves the right to rcvoke this approvaf . if it is Code. determined BCCO that this.prod or material fails to meet the requirements of the South Florida till: i'.11 The expense of such testing will be incurred by the manufacturer. /7 f - - Raul RodrigueW Chief Product CIntrol L;?viiiert THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND C N 71 A I CONDITIONS BUILDING CODE & PRODUCT .REV1EW COMMITTEE Acceptance No.; 99-1012.07 (Revises No.: 98-0604.01) Ex This application for Product Approval has been reviewed by the BCCO and approved by the Building C:nle and Product Review Committee to be used in Dvide County, Florida under the conditions ser forth a50 ve. Approved:12/30/1999 I taew.c avail adde•Os: past mestere be lid legoedeeelleo.eom =else° Director 1 of 8 Miami-Dade r Building Code Con!;:car.cc OtTic lilitmereill; Islip entn • MONfSR i.MCOMt u w 1. SCOPE This revises a roc , ... ' The, a manufactured system using Monier Lifetiile Atlantis Shake & Slate Conc _ �c�d Monier Lifctile LLC described in Section 2 a f Notice Roof c - bade C Fo r the l with the South Florida Building Code, 199 i Edition for °4� of diem Chi ty• oca ions where the pressure requirements, as de i 23. do not exceed the dew pressure values obtain by calcul at ion by compliance with RAS 127 rising the values listed in calculations shall be done as a moment based system. section 4 herein. The attachtnu z- PRODUCT DFSCRIPTYON Applig_a Di e f t Test Egg ids Monler Lifetila Atlantis Shake and Slate Tile Trim Pieces e act lee and Water Shield Category: Sub Category. Prepared Roofing Flat Profile Tile 1-15" w = 103/r 1 `'h" thick 1... varies w = varies varying thickness Rainproo I1 30" x 75' roll 36" x 75' roll or 60" x 75' roll PA 112 PA 112 2.1 Components or products manufactured by other, pp,,��,,,,�� a� Pluteealogg �aicat ..na PA 104 36" x 75' roll PA 103 Self adhering undo 2 Product karabac Flat, interlocking, high pressure eztrbdeci concrete shake and stare roof rile equipped with two nail holes. For direct deck, mortar or adhesive set applications Accessory trim, concrete roof pieces r - - .y at hip, rakes, ridges and valley terminations. Manufactured for cut; ttIr• profile.' Product Qesc orlon Single ply, tail -on underlayrnent with 2" self - adhering top edge. Frank Zia —" RAC _. • tooth; Product Control Examiner ACCEPTANCE Na : AROVBA :December XP [RES fi .. ber >t� 'a ngtacturc r Protect -O- Wrap, inc. (with current NOA) W.R. Grace r<1. WI sea _a,m T"'" 9613.1118291 ,Kialliajazza & lux Pine Wood Battens Tile Nails Tile Screws 08x 2 W' long 0.335" head dia. 0.131" shank dia. 0.1 7r screw thread dia. Roof Tile Mortar N/A ("Ti IeTite*w") Roo Tile Mortar NIA C`Quikrete® Roof Tile Mortar '1140 ") Roof Tile Mortar CBONSAL® Roof Tiie Mortar Mix") Roof Tile Adhesive ( "Polypro® A1 0 fs j a Min. I "x 4" Min. 1 "x " for use with vertical battens or Min. 1 "x 2" for use alone Min. 10dx 3" N/A N/A .1 LIFETILE BOCA • Test t' Wood Presetvers institute LP —2 PA 114 Appendix E PA 114 Appendix E PA 123 PA 133 PA 123 3 .1 wCC1i rTANc N s = x. 'Y� APPROVED Decembta EXPIRES :December 16. "'rodeo ri Salt pressure treated or decay .esintant lumber battens Corrosion resistant screw or smooth shank naib Corrosion resistant, coated, square drive, galvanized. coarse thread wood screws Prepared mortar mix designed for mortar set roof tilt applicatiolt . Prepared rr, ,rtar mix designed for mortar set roof tile applicatkis. Pm-pared mortar mix designed for mortar set roof the applications. See PCA Two component polyurethane adhesive designed for adhesive ;et roof ri te applications. kb am tApturer generic generic generic Bermuda Roof Company, Inc. with current PCA Qu ik P?re Construction Products with Current PCA W. R. Bonsai Co with current PCA Polyfoarn Products. Inc. frank Zuloem RRC Roofutg Product Control Examiner Roof Tile Adhesive TileBond fret Hurricane Clip & Fasteners J • c " x"SrJ� r Pimeg,tioni Factory premixed canisters Clips Min. ''A" width ' Min. 0.060" thick Clip Fasteners Min Rd x I y," Tile ' Profile Monier LKctile Atlanta Shake t3 State Ilk 4 Test tk See PCA PA 114 Appendix e 3. LIMI'T'ATIONS 3 . 1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile performed in accordance applications, a static field uplift cts• ;', � 3 rdacicc with RAS 106. Applicant shall retain the services of a Miami to perform quarterly test in accordance with PA 112, Co p en ix 'A'. Sul es ch tes rory shall be submitted to the Building Code Compliance Office f or review. ►irs 3.4 Minimum underlayments shall be in compliance with the applicable Rooting Applications Standards listed section 4.1 herein. 3.5 30/90 0 hot mopped underfa the sto unl yment applications may be installed perpendicular :o pe ess stated otherwise b the underlayment material manufac :L.; ; :s published literature. 3 . 6 This acceptance is for wood deck applications. Minimum deck requiremen;s shall be in compliance with chapter 29 of the SFBC. 3 . 7 May be installed on slopes . 1 2 Pes and greater with a minimum of two screws. 4. INSTALLATION 4 .1 Monier (,ifetile Atlantis Shake & Slate Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RA$ 120. 4 .2 Data For Attachment-Calculations Table t: Aerodynamic Multipliers - X (ft )) .1 1 ACCEPTANCi Plc - APPROVED :D EXPIRES D °°q„>ber Xi Single component PolYurethane foam roof file adhesi Corrosion resistant clips with corrosion' resistant nails. � (n') Direct Deck Application l -. reap, �� Product n Roofing Product Control Examiner Mieurer Flexible Products (with current NOA) Generic . • a wa .,w■.•aaa The Profile Table 2: Restorin Moinents d to Gann Nan 30.9 73 30.8 51.7 24.3 Table 3: Attachment Resistance Expressed as for Nail-OR sterns Fastener Type 2 - 10d RI . Shank 2-10d Ri •• Shank Neils' Installation with a 4" rite headla 19.0 35.5 31.9 ACCEPTANCE No.: . ExPLREs tier 16�'. _.. a Moment - M, (ft - lbfj Direct Deck (min. 19/32" plywood) 24.3 19.0 35 5 31.9 L 4.9 74 18 z - -•• 24 4 24.2 22.1 34.8 322 and fa tamers am looted a min. of 2W from head of th Table 4: Attachment Res stance Expressed as a Moment M, (ft for Two Patty Adhesive Set S stems Tile Profile Tile Application T Minimum Attachment Monier Lifetne Atlan atlati Shake it Slate Tile Adhesive 2 See manuiaCtures component • • . 1 1br installation requirements. J Flexible Prodiects Company TiMBand Average weight per patty 13.9 grans. Polyfoam Prod _S Inc. Average weightperpatty 8 grants X 5 _1 o>ga,RRC Roofing Produce Convo: Examiner Resistance I 31 37- . • • • • �. v ' x01 •771 IDEEy,E LLC • • Table 413: Attachment Resistance Expressed as a Moment Tile Profile Monier Lifetile At!antk Shako & State Tile 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name a: or following statement_ `Miami -Dade County Product Control Approved'. 6. BUILDING PERMIT REQUIREMENTS 6•1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this systecu for Mortar or AdhesiVe Set 9 stems Tile A • • ileatlon 6 .1 :1 Mortar ACCIPTAiICE N APPRO des : • =December 16; Minimum AttaciemNit Resistanc - M (ft-112f) Attachment Resistance 38.0 - -� product Contra' Gram roar • • - ~ . .. "wirowrirt PROFILE DRAWING'S 0 '.` • MONIER LIFCTHLE ATLANTIS SHAKE & St..4rE CONCRETE ROOF TILE 7 Fmk Zuk p. RAC Roofing Product COAbOi Examiner • • 3 L J LI C 9. This Norico of Acceptance consists of pages I through 7 and this last page 8. END OF THIS ACCEPTAN 8 iiutinzwar ACCEPTANCE Ns. s . . APPROVED :Dew �, ., I. �ewal of this A ecept , (approval) PP�in ,. fled and the origi d documents, be considered after 4 rare no older ts, including test -w appliation has been than eight (8) years. 6 di M6eneertn d 4 oct:ments, 2. rod Any and all approved state, P ucts shall be permanently labeled with the manufacturer's and the following statement: •Miami - Dade ol specificall stated in the �'mY product Control name, city, specific conditions of this Acceptance. ^pproval , or as 3. Renewals of Acceptance will not be considered if a• There has been a change in the Solidi Florida product and the product is not in complianceO Code affecting gas. the evaluation of this b. The product is no longer the same product (identical) u the on originally a roved. c. If the Acceptance holder has not complied with � Prance including the eornea installation of the product all the requirements of this acceptance, The engineer who originally p d. submitted. a no lon r mod, signed and seated the required documentation iniciaiiy !?R practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or proecs� si.:t automatically be cause for tenninatiotr of this Acceptance. unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales. advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Misarr,i -Dade County, Florida. and followed by the expiration date may be displayed in advertising literature. If any portion cf the Notice of Acceptance is displayed. then it shell be done in its entirety. 7. A copy of this Acceptance as well is approved drawi and other documents, where it :.ppliel. shall be provided to the user by the manufacturer or its distributors and shalt be available fo! inspection at the job site at all time. The engineer need not reseal thst copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and remr►val of Acceptance. Prank 7uloaga. R.RC Roofing Product Control Examine. Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 12 /13/2002 Applicant: ANTHONY Owner: NOWAKOWSKI JOB ADDRESS: 1238 NE 98 Contractor KAWALEK PAUL Local Phone: 786- 262 -1457 Parcel # 1132050090331 This Permit is granted to the contractor or builder named above to construct the builc ordinances pertaining thereto and with the understanding that the work will be performe and approved by the proper municipal authorities. This Permit may be revoked at any 1 authorization. A further condition upon which this permit is granted is the understandirr ordinances and regulations pertaining to the work covered hereby whether shown on th by his agents, servants or employees. Signed: l (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work co% with the plans, drawings, statements or specifications submitted to the proper authoriti myself, my agent, servants or employes. a.,. (fi.)) Building Permit Permit Number: BP2002- 2162.4..., NOWAKOWSKI ANTHONY ST Contractor's Address: 485 NE 92 ST Permit Status: Approved Permit Expiration: 6/11/2003 Construction Value: Work: TEAR OFF EXISITING TILE ROOF REPLACE W/H NEW MONIER 9" PAUL R. KAWALEK ROOFING & PAINTING 485 N.E. 92ND STREET PH. 305-754 -0191 MIAMI SHORES, FL 33138 -2566 Page 1 of 1 Legal Description: EARLETON SHORES PB 43 -80 LOT 7 BLK 3 LOT SIZE 75.000 X 109 Fees: Description Amount FEE2002 -7171 Building Fee $255.00 FEE2002 -7172 CCF $8.40 FEE2002 -7173 Buildier's Bond $300.00 Total Fees: $563.40 Total Fees: $563.40 Total Receipts: $0.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. I�� i 1t9_ 3020 t Date `� 63-27/631 FL Pay to thet / t A/� I D �^�L V I �q order of {� \ `��� V 1 V / J "l.� � � �� r n dre X — r-ee �3' ,° 1 B ankofAmerica . AC 063 100 277 '� �{ F or �g M L t fi4 p ► ollars e Wel Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building 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. Owner's Name and Address `r ^^,, °�tt Registered Architect and/or Engineer ,' 46/ S /eleltofifiel Name and address of licensed contractor '`mac. kt Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Subdivision lZ A/c3 laa'Sf State work to be done and purpose of building (by floors). state exterior colors (submit samples) New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements S / / Amount of Permit $ ' R Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all 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 obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966. Compiled General Laws of Florida, Permanent Supplement. and o plied w - t provisions thereof, and wil require similar compliance from all contractors or sub - contractors employed by him in the work to be performed unde s ermf • ill pos or cause • be p. d for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned a.. es to : p • suc• .contra ••is. oy to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) No. Date SS.✓� 88 s �d Street // 3ocos' 4 9 0 ;3/ 9 33fs8 Notary Public. State of Florida 19 Fo /038'/4:` s and for no other purpose. STATE OF FLORIDA COUNTY OF DADE. ss. Before me. the undersigned authority, a notary public. duly authorized to administer oaths and take acknowledgments, personally appeared 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 f application. and that he did sign the same, and that all facts therein by him stated are true. Permit No. ` Date 9 / Read. Sworn to and Subscribed before me. Disapproved �A Date (Signed) I Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date • NOTE: A charge of $25.00 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 $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. ,41 New Building Disapproved (Signed) APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement ut ere 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 prpgreu of the work. �_ G Owner's Name and Address .....V� ` ` I /Y1 `^' > . C r y No, . f.."3 ._ . street_ t , ''' , .6. A . .:. Registered Architect and /or En ...... / e L.��/�NJ /#3124* % " : ,2.;. „ ,,.,,.,., • „„ y* .,.,:. Name and address of licensed contractor ....1.:.0 4.:. G "_/A ' ec. - f t,C 5_4 G2 e. ' 4- .3 4r (�d Location and legal description of lot to be built on ?i /,s o / 7/ ,� el 0,?,J/ C / Lot 7 Block v Subdivision ._ Street and Number where work is to be done ....i. . er G._._ it_ S. !_.. ..._.._ »M......_ ______ ...._.. State work to be don and purpose of builcjiap (by floors) e(Lere L „.`_ rand for no other purpose. Remodeling Addition Repairs No. of Stories — To be constructed of Kind of foundation . Covering _..__ Estimated Total cost of improvements $ ¢ ° Amount of Permit a Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot _ .................. _........_ 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 labor under the Florida Workmen's Compensation Act, being Section 5066, Compiled General Laws of Florida, Permanent Sop )len,ent, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such )contractor on wort to performed under this pcnnit, as are licensed by Miami Shores Village. Remarks (Signed 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 stated are true.. Permit No..UP11 Date / '9) Read, Sworn to and Subscribed before me. MIAMI SHORES VILLAGE Date. uilding Inspector BUILDING INSPECTION DEPARTMENT Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member _ Mcrr:ber 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 Plannibg Board. A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection at faulty materials and/or workmanship.