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1189 NE 102 St (12)Dat Type Insp'n Permit No. Name Address Company MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Phone # 16( For Inspec�.r: � � � 0 1/Name Approved Correction R/e-Insp'n Fee ❑ • Lucoi2:1A f MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request 13 0---- Time Date Type Insp'n Permit No. Name Address a 1 J Q r r f \ t� . Company JC U' l : -° Kr/ -'s Y i) For Inspector:) o ( 3 V �' / Name & Phone # Correction Re- Insp'n Fee Florida Building Code Edition 2002 High Veloci Hurricane Zone Uniform Permit A. placation omi. Roof System Low Slope Application Prescriptive BUR -RAS 150 Asphaltic Shingles Concrete or Clay Tile Metal Roofs Wood Shingles and Shakes_ Other Required Sections of the Permit Application Form A,B,C A,B,C A,B,D A,B,D A,B,D Attachments Required See ListBelow As Applicable - 1,2,3,4,5,6,7 1,2,3,4,5,6,7 4,5,6,7 1,2,4,5,6,7 1.2.3.4.5,6,7 1,2,3,4,5,6,7 - 1,2,4,5,6,7 1. INSTRUCTION PAGE (ctot COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION • FORM AND - ATTACH REQUIRED bOCUMENTS •A$ NOTED BELOW: 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings ATTACHMENTS REQUIRED: Fire Directory Listing Page 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Com • onent Notice of Acce • tances 5. Municipal Permit Application Owners Notification for Roofing Considerations (Re- Roofing Only) 6. 7. Any Required Roof Testing /Calculation Documentation Florida Building Code Edition 2002 High Veloci Hurricane Zone Uniform Permit A. placation omi. Roof System Low Slope Application Prescriptive BUR -RAS 150 Asphaltic Shingles Concrete or Clay Tile Metal Roofs Wood Shingles and Shakes_ Other Required Sections of the Permit Application Form A,B,C A,B,C A,B,D A,B,D A,B,D Attachments Required See ListBelow As Applicable - 1,2,3,4,5,6,7 1,2,3,4,5,6,7 4,5,6,7 1,2,4,5,6,7 1.2.3.4.5,6,7 1,2,3,4,5,6,7 - 1,2,4,5,6,7 1. INSTRUCTION PAGE (ctot COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION • FORM AND - ATTACH REQUIRED bOCUMENTS •A$ NOTED BELOW: 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings ATTACHMENTS REQUIRED: Fire Directory Listing Page Fill in Specific Roof Assembly Components Fastener Spacing for Anchor /Base Sheet and Identify Manufacturer (If a component is not used, identify as "NA ") Attachment 11 Field: 2—" oc @ Lap, # Rows @cf .oc System Manufacturer: &_ NOA No.: - 1 I 1 i, . Perimeter: 12 " o @ Lap, # Rows v Design Wind e Pre sures, From RAS 128 or Calculations: Corner: " " oc @ Lap, # Rows 1 . " ,(�� @ oc Pmax1: � v�I . m,,-, : 'I6 /( Pm2r'• /c Number of Fasteners Per Insulation Board Deck: Type: Max. Design Press System: Gauge/Thickness: Slope: Anchor /Base Sheet & No. of PIy(s): Insulation Base Layer: Section C Low SIo • ed Roof S stem Florida Building Code Edition 2002 High Velocit Hurricane Zone Uniform Permit A..lication Form. Base Sheet(s) & No. of Piy(s): Base Sheet Fastener /Bonding Material: .:r.eef(s) ids ui P:y(' ). Ply hee ast -n. r /Bonding Material: he Specific NOA Field Perimeter Corner Illustrate Components Noted and . . Details as Woodblocking, • Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, oping, Etc. e dicate: Mean Roof Height, Parapet Height, An or /B. e S t Fastener /Bonding Material: Height of Base Flashing, Component Material, :... Gz- �, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Base Insulation Size and Thickness: 1 /O C O Yp Base Insulation Fastener /Bonding Material: fI INA) erg.I ,. 5 Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Top Ply: G Top : IyF - te! e ; Surfacing: onding Material: Parapet Height tz g X 0.4 v cdr ( - y 16 a .64. 4e Mean Fwcf Height Ridge Ventilation? Roof Slope: 3 : 12 Florida Building Code Edition 2002 High Veloci Hurricane Zone Uniform Permit A•plication Form. Section D Stee SIo •ed Roof S stem Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations : P1: — )1 hi P2: c'v (S. qb1 J Maximum Design Pressure From the NOA S • ecific S stem : �6 Method of tile attachment: FFc,l GL ciit (,)e Steep Sloped Roof System Description Deck Type: ype Underlayment: Insulation: �X6 v- Fire Barrier: Fastener Type & Spacing: I. p • � Ip b { l o h ictio \AdhasivP Typy•i i ype Cap Sheet: Isivf_wdr‘Aed Roof Covering: Type & Size Drip Edge: 3wh1°f"e to )b r Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name Pcitui 'c&u'v&i eJ Job Address t .1 !',Dalt\ ❑ Low Slope ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) ( 9-100 I 4 0 ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles g Mortar/Adhesive Set Tile ❑ Wood Shingles/Shakes 3500 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, cl identify dimensions of elevated pressure zones and location of parapets. nce- 25' 30' 40' 38.2 39.7 42.2 36.0 - 37.4 39.8 33.8 35.1 37.3 31.6 32.8 34.9 :, 29.4 30.5 32.4 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 systems, choose either Method 1 or 2. Compared the values for M with the values from M 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: Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA Mr Mean Roof Height -$ Roof Slope ,+, 2:12 3:12 4:12 5:12 6:12 7:12 M, Required Moment Resist 15' 34.4 32.2 30.4 28.4 26.4 24.4 20' 36 :5 34.4 32.2 30.1 28.0 25.9 Meth i 1 ent Based Tile Calc lati - Mg: � G� = Mrt - Mg: ) - Mg: s = Mr3 a s Per RAS 127" / NOA M 'U6 .-b NOA M 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 Ft \ 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: xl: = x w:= _ - W: x cos 9 - F,: NOA F' (P2 : x I,: = x w: = ) - W: x cos O.• _ (Ps : x l• _ Fes• NOA F' x w: _ � - ) - W: x cos B. = Fr3: NOA F' • Where to Obtain Information Description Symbol Where to find r.sggn Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on 1SC:7' 7 Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Average Tile Weight Tile Dimensions B X M M M, F' F, W I= length w= width • All calculations must be submitted to the Building Official at the time of permit application. Job Site NOA NOA NOA Calculated NOA Calculated NOA NC):\ Mean Roof Height H Job Site !`- - - - -- 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.sectinn.. 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 e xplained. v 6 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. C - 6 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),. G 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.c. 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. C O 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 o ption 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. 6 v 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 gent's Signature C:W000MC- 14mp'LOCALS-I%T.. PI$tCTIOS u:,.aa 1 / ( ;,7 / 00Z Date Contractor's Signature • uied:12 /30/1 999 1 1 r T tiw. ... w..0.1 .J.I.... -.. -- t`9 ier Lifetile LLC ,C3 NW 20 St. /Bo Raton FL 33431 TS ic. 'fir A ;_ � `�j'' t} �lFq4 �y)-c' ��� �y" s�JiR �., t Et� r �.��'�•'�`15 *; <e :'>;J,"_t "fir. �� � ! `"4 �."'t_ f ',t:_�trtfa� !?��s�' ',�. '4.P °" j Y � '. . •Ts TS ., t`�'1. �. nUC1' CONTROL NOTICE OF ACCEPTANCE pcnse te5ti:lg will be incurred by the manufacturer c:c-a:itsnre No.:99- 1011.0 (ltc.i -et `le.. n7- 1 124.'S) E:xpire5! 12/16/2002 13U ILDI I YC CODE COMPLIANCE O METRO -DAOE PLM R BUII -t?1Ni ; 140 WEST fLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130.1163 OW) 3151901 FAX (301) 375.2909 You application fur Product Approval of: :tifa ier Spanlslr "S" High Profiler. �. • Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Matetiata and 1'vpr!: f: tntctian, and completely described herein, has been recommended for acceptance by the Mir :Ii.. nedr ty Building Code Compliance Office (BCCO) under the conditior..c specified herein. This •;tproval shall not be valid after the expiration date stated below. BCC:O reserves the tight .o ;:r ~(1 ct or material at anytime from a jobsite or rnsmufacturet's plant fvl quality control tesri:tg • b+. product or rnateria! fails to perform in the approved manner, BCCO may revoke, rnudify, +� c�c a • of such product or material immediately. DCCn reserves the right to revoke this ,ipproo..i. +f jctc fined BCCO that this product or material rails to meet they rcquirementt oldie South i Ictic!u :.udc. 1 tS IS THE COVERSIIEET, SEE A PACES FOP SPF.'.TFIc AND r r FR n CONDITIONS BUILDING C.O. PRODUCT REVIEW CO\IN1117V.:•€ plicatior: for Product, .4„ ha: beer. rcvi.wetd by the LICCO and 9oproved by the B udi:.T. .. ;),1•: .._, P t (fuer Review Con n:it.ee to he used in Dade County. Plotida Linder the conditions Y i't ICrL's chi• MIA`II,DADE COUIYr i 't !<(ETRO -DADS FLAGLF.R CONTRACTOR LICENSING SECTION (305) 373 -1577 PAX (305) 375.2555 CONTRACTOR ENFORCEMENT SECTION (705) 37S•'966 PAX tJOS) 17). 29jl1 PRODUCT COMTRO(. otv:sto`{ (705) 375•290? FAX (701);'7!•!•130 -7 , / A 4 i Raul P,udru uec ? _._ Chic' P :odui.i . :' .'t,i..;l .• r i() Building Code (cm-C, +:• . M FR IJFITILE-LIC ACCEPTANCE No.: 9L10I2.Q APPROVED :December 30, 1929 EXp S . Decetaber'16, 20 NQ' ICE OF ACCEPTA SE: _5TANDABD CONDITIQIV_S SCOPE :'. {3544 t 4. . )1 This revises a roofing system using Monier Lifetile Spanish 'S' Concrete Roof Tile, as manufactured Monier Lifetile LLC described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami )ade County. For the locations where the pressure requirements, as deteunlned by SFBC Chapter 21, do not exceed the design pressure vatuei obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system Manztasturdli Apitt■cant Dijjlrn PRODUCT DESCRIPTION I Monier Lifetile Spanish 'S' T :!e Pie :es Rain9roof ! t r • 1 ice and Water Sh ". !e Nails Category: Sub Crstegory. 1Y. .. �L • � Preptued Roofing 1:igh Profile Tile i ^ 1$" w — 10 7 /g., •,v . .o�'ry va•vinll, thickness ;p" x 15' roll • of 60" x 75' roll 36' : Ur.••.; .. \tin• Test 5p eiflcation PA 112 lit it Components or produce. manufactured by others Prgd pimg01.4/111 jr * .*ti0h3 Test Prude =rt Thqsriafisp PA 104 P!; PA ! <. Appendix E 2 High profile, interlocking, one -mccc, shaped, high pressure extruded concrete r:;ot h :Acs. For rtir?.' . deck nail -on. mortar sec or adhecive scr applications . c,:. i. alai::-: � 1: hips. r?tkt :. :1;e1 ,na ti1Ynu Facture d for each tiie profile Single ply. nail -on underlayment with 2" self adhering top edge. Product iescr. jitinn Self-idhering under ' .iy' r'! Cor:o''a- !Tr.:tant .iere smt.oth :ha KsPligaSt.1 W P:OC =ct •O- W r %P. lore (with COI `.'Cr.t ".i,) •� W.11 Grace (with. culrtnt NO ". ..Pf .`- atoms, RAC Roofing Pr' dos *.;rordrol C�;�ni :sec l '" ` tT I • product ile Screws ot); Tile Mortar "TileTittr"") of Tile. Mortar "Quil:rettY2 Root Mortar 1140") I P-onf Ti(e !Aortar 1 ":;e Motto Mix) I T ile Adhesive ("Polyproe , 144160) iRoof Tile Adhesive TileSond ri.Jr Clip 'X' - 2.straers 449P1149 DirkttPios!s. #8x 2 1 4" long 0.315" head dia. ;31" shank dia. 0.(75' screw thread dia. t4/A Nr N/A width Mir. 0.060 thick Clip Fasmners Mt. it x '4" )9i:c 11017CE 0 EA_CS,Va&NCE Teo: bcatkatinli PA Appendix E PA i23 Prepared mortar mix Bermuda Roof designed for mortar set roof Company, foe. w ith tile applications current PC.A PA 123 PA 23 sec 'CA See PCA cr.lisiers PA : A;1;3exiEx • APPROVED :Deeetnber 30j EXPIRES :December. 16, /00 $NDABIS 3 • ACCEPTANCE N0. :.:.. Product Pgarapliin, Corrosion resistant, coated, square drive, galvanized, coerce thread wood screws Prepared itnrt...: deigned for mortar set roof the applications. Precut-v.4 . x designed for mortal sel roof tt;e wo COrr)::!.;:r. PUIYUre:'?ar,r rt designed foe adhe,ive set Corrosion resistaiit dips i••littant nn rrATtONS 3.1 Fire classitl is RO pot of this ucl:4; 3.2 For tnOrtax or adhesive set the appl..zAtioris,< per rormed in accordance with RAS 106. vt Vforrefr3cturer generic r.;tiik.rete Construction Products will: tat .?Ct o Nh ctioerc. Vol./foam r•c Sinzie polyurethane foam roof tile (with c NCJA1 adhesive hit (04:, • . • - frank-DI:Ono. RRL'--- Routittg Product Control Eon" I • 7 CZ.MZtO EgticE41. eSSNETAN.C.fil. STAVDALM_CP FILDIELM 1.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix 'A'. Such testing! shall be submitted to the Building Code Compliance Office for review_ • 3.4 Minimum underlayments shall be in compliance with the applicable Rooting Applications Standard listed section 4.1 herein. 3 S 30/90 hot mopped underlayment applications may be installed perpendicular to the roof Slope titl1t5 Stilted otherwise by the undcrlayrnent matctin/ ma.rtufactuters published literature. 3.6 'this acceptance is for wood deck applications. Minimum deck requirements stlall bc in compliance with chapter 29 of the SFBC. 1.7 May be installed un slopes 7:12 and renter. CNSTALLATION 4 1 Monier Life.tile Spanish 'S' Concrete Roof Tile and il5 components shall be insulted ii. strict comp with Miami Dade County koofmg Applicaton SLaile I: AS 3, RAS 119, and P.AS 120 Data For Attachment Calculations 1 -- T •:-.14.: s'. • tor:Aynarnic 141t:itio.lo.s - 1 t"P• v - – - • • — — ------ -- Tile (ft) i -- ProCio . li,- r.. df . 1 3 ..._ 2 ...'L ._.__.. _ 1 Mcnierr t. lig:Hit ant:- " ..7 ..."., •F -'"--'.--. ' '''.-.'..' -.:-.■.-.-'"-...,T....-''''. ...''' lit ........,....... ........ TaDie 'i. MeS tin IneaCOMerl LS i.Jue to Gravity - Ni P, — —.•; t _........._,„__._ • ..,..._: ____-- . — _– -- 1 "1•:" 7":12" or 1 i --.--- "--r_.--- — - -----4--- --,--- - 7 4- 7 ---7----1-7:------r77. - .. -- - -- 4 —' 11 . INten Lariteo , oar.er .:trtn:: , 787::•...":; : .. • •..2 • r•i'0;:i 91., A•.5 • :, o': ..,i•rel -- .Prorde i iSpanist 'S Tile I ,...,:...., . i DPck Deck i MA ; ' i . 7 . .fi •-• Lor'c" -_.. LL-FirA. 1 - 4 7 4 7 1 S4/A _8 ; I N/A i l L) 87: 2 /7 .k --4.. II i i I 1 I ItTailagaMitt'at 4 NAtigti° Frank ;:illissaa.RRe RoOltaz Product Control Exarnintr :4! „ itYMMENSIERRElsossEmmeoweror kt 1 rler s• LL I,IFETRx LLC Profile onier Lifetile Spanish 'S i)C` 18 -491. (039 ACCEPTANCE Ne. :Deeember 30 99 ,, APPROVED + � �4; EXPIRES :Decerber •2002 NQXACE QF ANCk sTA QD conwQNS Table 3: Attachment Resistance Expressed as a Moment - M, (tt -Ibf) for Nail -On Systems Tile Fastener Type Direct Deck (min 15132" plywood) 2.t0d Ri n la Stank Nails 1 -1Od Smooth or Screw Shank Nail 28.6 5.1 2 -10d Smooth or Screw 6.8 Shank Nails _ 1 .08 Screw 2 D i L" 2 .08 Screws 43.2 1 -10d Smooth or Screw 23.1 shank Nall Clip) sj9.3 I 1- t pd Smooth or Screw 29.3 Shank Naii�F /e Clip) - - -- - _ / . 2 -10d Smooth or Screw 71.8 6 Shank Nails (Field C'.ip) 36 t F m 1 -10d Sooth or Screw 38.' S;!on. ,);iii..; s r. v re Clip) i l g - -1t7A R ng iT _ a _ . �. .. _ _ ... i 1nrtaUo! ;on ,,,, itt' a 1_ lice tinsel: 'n p and test!fners aro located a 'n. Or 2YS' from head c' t1W. 4: At Resistance I:xpretlivl at •r 3•1oment M, (t i Table n • c ! for Two Patty Adhesive S ._ '! - rti -- -- e - Tile A ppttcatlon Minimum ActaC - Tilt , Keslstv.ncc ___ - Profile - -_i_-••• - A dhes iv e - �- �s. ? ?' r U outer Lifetiie Spanish ' 1 die -- -_ - _ ___-_ --- ----- Imu:Aa�on requirement:, _ .. See manu(actuies co oriern a t!i u°ai Wt ne quire n : Tarn.. — * Corn en; ?ileticr" 4 wag 3 Flexible PruduCL1 P Polyfoarn Product. TM. MerilattW*.3_I oat `' ' e ufams. — _ ft -lbf} � Table 4A: A.ttacf- ^E"' RE.p.istartce Expressed 015 a Moment - M, ( ' f itt�t� o>nv adhesive tie S�rstems r{IAinlmum t ac h ,rr■r,t i - iki �, Application l I - ° Tile - 1 - i Iica p kes�ct At�nef, t P ule S :�_. L. -. - -- -- �J:y:o�.:,,'�'�Pro " -. p _' 7T -- Norir�r iJfetlle Seen I --_ -- t 3 • — "� ish S �..c 1 .. t rolyPtoT" ____) cRM /Rt .-.l - �4 • Law 0 �_ cot Polyp % - '.. _ � -.r-s _ _ . lum„�ad— yplae►mKec �� : - .=� rte- Roofing Product Como% Examiner Direct Deck (min. 19132" plywood) -t 412 •- .._._.1 6.8 1 6 Table 48: Attachment Resistance Expressed as a Moment - M -lbq for Mortar Set Systems Tile Tile Attachrrten Profile Application Resistance onrer Lifetite S • rdsh 'S' The Mortar Set 24.5 tiPTIc:E ULACGIOTANCE: S AND ARP CONDITIONS LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name. or Togo,. or following statement: "Miami-Dade County Product Control Approved ". BUILDING' PERMIT REQUIREMENTS 6.1 Application for building permit shall he accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any 3Z:it r Documents required by the Aaildic.z, t)fficial �i iiiC c � a8 Building Code (SFBC) in order to properly evaluate the installation of this system. UNDEI I 1.00c NAIL Ot FS f • PROFILE T)RAINUICS r� ' ; r' W ii. •r+��c-;' l Kil a•iF: ?u : k a a ts 6 ACCEPTANCE Np. ;)9. 1012.8 APPROVED :December 30,199 EXPIRES :December 16, 2002 trz OVt-t , L: Niurr;wx i,,iEE lti.L SPANi'3:1'a' C,r/i'4:,iiiCl':.:Zi1or rmak Zutoaga. RftC Roofing Product Control Examiner 71,vo 1 a . +`�' ._.._. �: u .�:.� ;49.Y(a' ^r t • !81 2001 11:51 4 1 QYIER TILE. ACCEPTANCE iNo.: 99 Jp12,0j'' APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NQ.1tCE9 . FA CCEPTANCE:. _ STANDARD CO_41TIOlyS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test- supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name. city. state, and the following statement: "Miami Dade County Product Control Approval". or 3`. specifically stated in the specific conditions of this Acceptance. Renewals o f Acceptance will not be considered ,f: a. There has been a change in the South Florida Building Cude affecting the evaluation of this product and the product is nor in compliance with :he axle changes. b The product is no longer the same'product (cieutical) as the one ut ; ;inaily approved. if the Acceptance holder has not complied with all the requirements of this acceptance.. im'.luding th cun':ct installation of the product. The enoine'r who originally prepared, signed and sealed the required r?t u :,,..Ira; i i■:`, submitted, is no longer practicing the engineering, profession. Any revision of change in the materials. use and/or mai•JT r.tur: of the t:r;.durt a: �.rc: 'S: ''•} automatically be cause for termination of this Acceptance, unless prior written approval ha: been rec.CSted (thrcus` •L• f ao?' s -r. ; -:i^t • ..orr.7rr.:l'.r tes) :.v nrantcd Jy tll of Arty of the feliow:r; -`•e• a :o tr {-.;:,rd: f: •r.i! �•!''t4•s ;\ - - �t ^_ac' ljnsitisfactrr. 4 pr . c...- _.. r, rrtia ...,or!,:rt or rr^ress. Misuse or t`ti .. -;= ^' :e as an endorsement of any product, for s.alcs. ,r,t•.ertising other purpose:. r�r ' tic 'Jf e :'r�•� C' t� ... pr )i the w,7r',!t ".4 m'.D.'.an followed by the ,:r'1 '!7:e rrn■ rth r!: 'r arlv.rt ;sing literature. If any 1101t :. •" Notice of Acceptance is displayed, then it shall be donc in its entirety. A copy of this Ancepltra r' " .s shall be provider! '`r. ;:t.r `)y thr inspection at the job six Failure to comply with am r: tisn ,f :!'i 1 Ai:re ;twee shalt be cause for termtnation and re,ioV :1' of Acceptance. 'h,s Notice of Aeeeptar.ce ^onststs f pages 1 through 6 and this lase page 7. Zt:E• : i .F.(3 !,C :"1:.1'1'�.N .'38..91 Frame Zuluryt, ItRe. Roofing Product Control Examiner an: rtpp:ovt'i era•. :■tfl!s ,n' nthe* docurr'e"ts, where it aui:li' . mr,r. :`cr•arer nr its and shall be available for tr2trcer need rti :es :-2!'F:° relict:. ;i :Ilij,r ?, S.aa�i_. a4h >ONFiti!'A`L i•.Sw 7Yitt .'?}i-°{"'SU;zi:y,.a Approved :07/06 /2000 C.A.F. Materials Corporation 1361 Alps Road Wayne N.1 07470 Expires:11 /06/2003 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 331301563 (305) 375-2901 FAX (305) 375.2903 CONTRACTOR LICP„NSING SECTION (305) 375.2527 FAX (305)375.2553 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375.2903 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375.2902 r :Ax (305) 372.6339 CAFRuberoid Modified Bitumen RoofSysiears For Wood Deck. under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade 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 right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, PP BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:00- 0331.08 PRODUCT CONTROL NOTICE OF ACCEPTANCE Internet mail address: postmaster ebuildingcodeonline.com c 1 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. - rancisco Quintana. R.A. Director I of 55 Miami -Dade County Building Code Compliance Office Romepage: bttp : / /www.buildingcodeonline.com CAF MATERIALS CORPORATION Cate,orv: Sub-Categorv: Deck Type: Maximum Design Pressure Fire Classification: ROOFING SYSTEM APPROVAL Roofing SBS/APP, Modified Bitumen Wood -75 psf See General Limitation #1 Acceptance No: 00 -0331. Approval Date: July 6. 2000 1 Expiration Date: November 06 2003 vt TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement GAFGLAS # 75® GAFGLAS #80 UltimaT`I Base Sheet GAFGLAS Ply 66 GAFGLAS Flex PI 6 Test Dimensions S ieci fication 5, 55 gallons ASTM D 41 60 Ib. bags 5 gallons ASTM ASTM D 1863 1, 5 gallons ASTM D 2824 1, 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /rol l 5 sq. roll 45 Ib. roll 5 sq. roll 45 Ib. roll ASTfvI D 3019 ASTM D 3409 ASTM D 4601 ASTM D460I ASTM D 2178 ASTM D 2178 2 of 55 Product Dcscrintion Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. 1227 Surface coating for smooth surfaced roofs. Fibered aluminum coating. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type VI asphalt impregnated glass felt with asphalt coating. Frank Zuloaga, RRC Roofing Product Control Examiner GAF NIATERIALS CORPORATION Product Tru -Fast Ultra Tru -Fast DP Tru -Fast TP Structodeck EVIDENCE SUBMITTED: Test A«encv Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Fiictory Mutual Research Corporation Test Dimensions S men PA I I4 PA 114 PA 114 various PA 110 Test Identifier Current Insulation Attachment Requirements Factory Mutual Research Corporation FMRC 4470 - PA 1 Factory Mutual Research Wind Uplift Corporation FMRC 4470 - PA 114 . Factory Mutual Research Wind Uplift Corporation FMRC 4470 - PA 1 14 Wind Uplift Wind Uplift FtMIRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 -PA 114 13 01 55 Stainless Steel fastener for use in steel, wood and concrete decks Insulation fastener for use in steel or wood decks Insulation fastener for use in steel or wood decks High density wood fiber Description FMRC 1996 J.I. 0T4A I .AM J.I. I VSA4.AM J.1. I R I A6.AM J.I.0T2Q4.AM J.I. 0Q6A6.AM .1.1. 3X3A2.AM Prod uct Descrintiun Acceptance No: Ott- 0331.11,11 itilanuf:tctnrer Tru -Fast (with current PCA) Tru- Fast (with current PCA) - fru -Fast (with current PCA) Wood Fiber Industries (with current PCA) Date 01.01.96 08.26.92 06.23.93 11.15.91 10.17.91 07.16.91 08.02.94 Frank Zuloaga, RRC Rooting Product Control Examiner CAP MATERIALS CORPORATION Test Aucnc� Factory Mutual Research Corporation Factory Mutual Research Corp. Factory Mutual Research Corp. Trinity Engineering Underwriters Laboratories, Inc. Dynatech Engineering Corporation Dynatech Engineering Corporation Test Identifier Wind Uplift FMRC 4470 - PA 114 Wind Uplift. F(4RC 4470 - PA 114 Wind Uplift, FMRC 4470 - PA 114 Wind Uplift PA 114 Fire Resistance Classification UL 790 - PA 114 Wind Uplift PA 114 Wind Uplift PA 114 14 of55 Description J.I.•0Y9Q5.AM J.I. I B9AS.AM J.I. 3D4Q2.ANI • 4483.04 97 -1 R1306, 87NK11819 #3600.02.95 -1 4 1482.02.95 -1 A«<'pt nee Nu: 00- 11331.118 Date 07.29.94 09.04.97 04.30.97 06.06.97 01.01.93 02.02.95 02.02.95 Frank Zuloaga, RRC Roofing Product Control Examiner C.. F MATE•.RI:\LS CORPORATION ricmbranc Type: Dccl: Type 1: Deck Description: Anchor sheet: PIy Sheet: Membrane: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: r 4 c i i 1$mi SBS Wood, Non - insulated / " or greater plywood or wood plank One ply RUBEROj1A MOP, or RUBEROIDO MOP applied at a right angle (90 ") to the slope of the deck* of Type IV asphalt applied within the EVT range and Membrane shall be backnailed to deck with approved and tin caps at a maximum fastener spacing of 6" o.c. exposed 53 of 55 Acceptance \u; 110 i331.113 System Type E -2: RUBEROIDJ Tile Undcrlayntent, Base Sheet mechanically attached. All General and System Limitations shall apply. ASTM 2626. GAIGLAn GAFGLAS #80 UltimaTM Base Sheet, STRATAVENTtr Nailable, or RUBEROID® 20 base sheet applied with a minimum 2" side lap and a minimum 6 "end lap. Base sheet may be applied at a right angle (90") to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.e. staggered rows along the center of the sheet. (Optional) one, or more plies GAFGLAS PLY 41D, or GAFGLASts PLY 6,1e Ply or GAFGLAS FlexPlyTM 6 sheet adhered in a full propping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. PLUS, membrane may be adhered in a full mopping at a rate of 20 -40 lbs. /sq. annular ring shank nails No nails or tincaps shall be * Membrane may also be installed parallel to the slope of the roof(i.c. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Must comply with Miami -Dade County Roofing Application Standard PA 1 1 5. Must comply with Tile System Fire Classification Must Comply with Miami -Dade County Roofing Application Standard RAS 113, RAS 119, RAS 120 Frank Zuloaga, RRC Rooting Product Control Examiner CAF'%tATERI.. LS CORPORATION WOOD DECK SYSTEM LIMITATIONS: 2. �/ Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIlMILTATIONS: 5.1 of 55 Acceptance No: 0 6.4)331 .11:1 I A slip sheet is required with Ply 4(i Flex I'iyr" 6 and Plv 6 ti when used as a mechanieall■ fastened base or anchor sheet. I Fire classification is not part of this acceptance, refer to a current Approved Rooting ��Iaterials • Directory for fire ratings of this product. 2 Insulation may be applied in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. Ail other layers shall be adhered in a fill mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. 3 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4 An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.: or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous arca of ventilation. Encircling► of the shall be placed every 12' in each ribbon to allow cross ventilation. i. ► Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf:, as tested in compliance with TAS 105. If the fastener value, as field - tested, is below 275 Ibf:, insulation attachment shall not be acceptable. 6 Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within the specific system. Should the fastener resistance be Tess than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer or Architect may be submitted. Said revised fastener spacing utilize withdrawal resistance value taken from Miami -Dade Protocol TAS 105 and calculations tI in compliance with Miami -Dade Rooting Application Standard RAS 117. 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas. as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Miami -Dade Roofing Application Standard TAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 3 All attachment and sizing of perimeter Hailers, metal profile, and /or flashing termination designs shall conform with Miami -Dade County Roofing Application Standard TAS 1 1 1 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field. perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.c. perimeters. extended corners, and corners). limitation is specifically referred within this NOA, General Limi applicable.) Frank Zuloaga, RRC Rooting Product Control Examiner • (Ar MATERIALS LS CORPORATION NOTICE OF ACCEPTANCE STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered alter a renewal application has been tiled and the original submitted documentation, including documents, arc no older than eight (8) test supporting data, engineering ( )years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building* Coe affec product and the product is not in compliance with the code ch<a tges11' the evaluation of this b) The product is no longer the same product (identical) as the one originally c) It' the Acceptance holder has not complied with all the requirements otthis accept a ice, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentttion initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination 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 orally product. for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida. and followed by the expiration date may be displayed in advertising literature. If any portion oldie Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other , shall be provided to the user by the manufacturer or its distriib tors and for t inspection at the job site at all times. The copies need not be resealed by the engineer. 3 Failure to comply with any section of this Acceptance shall be cause for termination and removal oI'Acceptance. 9 This Acceptance contains pages I through 55. END OF THIS ACCEPTANCE 55 of 55 Acce)( w,,e `o: 00 0331.u: Frank Zuloaga, RRC Roofing Product Control Cxaminr 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 T214-4 5i✓D 26 A-44P 51 p • 17 76 2 27 52 r 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 U.S. SOUTH Engineering & Testing Lab., Inc. N9 4042 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 SITE SPECIFIC INFORMATION Owner's Name i6o &Zt ( (App I , Gi Job Address t 1 4 1 E' 19 2- S T , k-it I A'6-4 7 O tl: -�S. CI Roofing Contractor: ‘G 1e— O 1 u G Type of Tile: go p Fo Ar&t. 4G- 1 Approximate Roof Height: 1 feet Type of Access to Roof: Scaffolds '✓Ladder Approximate Square Footage of Roof: (gQO ft Required Testing Force: 35 lbs. Testing Equipment Chatillion100 Date Tested V I - d- - 02- TEST RESULTS P = PASS, F = FAIL Permit # 700Z - 14 ate Installed• Roof Pitch: Other 3 : Z IN ACCORDAI,GE'WIT QUALITY CONTR THIS.RE Civil Engineer: TTED BY: Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 TERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT P.E. ! 1 55 SKETCH OF ROOF NOTES' ?DLL T1 7 ( - � =t JOB SHEET NO CONTRACTOR u04° j4 of I • --1 es, CHECKED BY SCALE .2 "OF 2^ \ DAT y1 F " . ,filIN ``%rammo■ u 7/ %0 1111_ iiiiiiiiiiiii:lor " ii'1Ii 1 itil i ill ■HL 122l11L ■/ » ■r■ EZIllidrellEMIIIRSIIMEM IMEIMMILIMEXPAIMIC, 11111 Irmtitaimmegarerampogra, 1111 11111111111 e 0 40 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138.305- 795 -2204 Date 1 11 I0\JobAddress 191 t J e ,1 0 h'1 St Tax Folio Legal Description Historically Designated: Yes hh No (Igo Lessee/Tenet &e r 0I ADO Master Permit # �� a vo� ` ` " O Owner's Address r 9S 4.)E. 102_ Phone -AO S _'7 SI «24 Contracting Co. K 0. W a` e k Aocierro Address ` Iq � `��Ee -I). IN a. 64-c Qualifier &U a'a.c SS# Phone 3 I SF of 1/ State # Municipal # Competency # g313 Ins. Co. Le`d P — 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. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION: cur O-ef n s+i n i 1 e J- Ia+ rep lace i I kA- h ►-� ' i et S niSh -6 co h L to (vy-I-h rough` kt le+he e co !or tsculd, s4-oK e)-1 -i I t nve Square Ft. 500 Estimated Cost (value) 13 4 00 s y 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: 1 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. ti/. ure of owner , d/or Condo President Notary as to Owner and/or Condo President My Commission Expires y- CI-VS UPOZZLKU l9 Date Sign re of Contractor o •/ ner B e Date Date as to ontractJ or owner Builder My Commission PEXpires _ ._,,, "" ..any._ Marla Jahn , 7 Building 4" Electrical TOTAL DUE B -2,6 90 1 my Commission D0039313 0 i <3bD. rr FEES: PERM actRte c.? .5 RA I DO E N xPires SePternber 09 2005 6: APPROVED: Zoning Mechanical Plumbing Structural Engineer Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2002 -1480 Printed: 8/26/2002 Applicant: ALICE GLADDING Owner: GLADDING ALICE JOB ADDRESS: 1189 NE 102 ST Contractor KAWALEK PAUL Local Phone: 305 - 218 -3552 Parcel # 1132050190100 Permit Status: Approved Permit Expiration: 2/19 /2003 PAUL R. KAWALEK ROOFING & PAINTING 485 N.E. 92ND STREET PH. 305- 754 -0191 MIAMI SHORES, FL 33138 -2566 Date C 6 bJ 63- 2716a1 FL 810 ^ I 51\0 / C/ la5e 575 pay rdero a M C �v �/'�C�} V order t l f I . 9L 4 0n,/,. S^ 43 Do ars BankofAmerica. ✓ ACH R/r 06310000271 �/� r/' y� 404,t4le Fo�, I 1/V.�-.-�I 1" p�' 1 d 5. u 1:063 L00 2771: 00366060 L9 L411' 2844 Building Permit Contractor's Address: 485 NE 92 ST Legal Description: MIAMI SHORES SEC 8 REV PB 43 - 67 LOT 10 BLK 175 LOT SIZE Fees: Description Amount FEE2002 -4753 Building Fee $262.50 FEE2002 -4754 CCF $8.40 FEE2002 -4755 Notary Fee $5.00 FEE2002 -4756 Buildier's Bond $300.00 Total Fees: $575.90 Total Fees: $575.90 Total Receipts: $0.00 Construction Value: $13,800.00 Work: TEAR OFF EXISITNG TILE FLAT ROOFS REPLACE W /HA NEW MONIER SPANINSH S CONC COLORTHRU ALL TILE SAME COLOR (SAND If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection c....:� egn nn ...hinh mime+ ho nairi in arlvanrp hafnra r_allina for another insoection. 2844 Page 1 of 1 equipment or device described in the application herefor in strict compliance with all ith any plans, drawings, statements or specifications that may have been submitted to lot done in compliance with such ordinances or if the plans are changed without r or builder named above assumes the responsibility for a thorough knowledge of the Is or In the statements or specifications and that he assumes responsibility for work done compliance with all ordinances and regulations pertaining thereto and in strict conformity ; Village. In accepting this permit I assume responisibility for all work done by either BY: BY: NOTICE OF COMMENCEMENT A kECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: 028524253 2002 AUG 22 10 :01 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: ^ 2. Description of improvement: Name and address of fee simple titleholder: 4. Contractor's name and address: ly res 3. Owner(s) name and address: (.,.e rq -t &A P ; 'lig l�) -c- /aa2rdJ1t M. aore� A t 33 /38 Interest in property: a P1 Ue r 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 u oy Section 7 13.13(1)(a)7., Florida Statutes. ; Name and address: 3. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Verne and address: 4 ). Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a • .. ' {I Different d - to is specified) I / / ( gnaWre of Owner 'tint Owners Name ea) ;worn to and subscribed before me this 3o day of rotary Public 'rint Notary's Name (Y1AR; 'SAhe, 4y Commission Expires: q-Cj -OS STA 1 HE orig FLOR!� nnr1C - 7F l vvi - �. _ EC CERTIFY that this is a true �y t Haft ed i t?, HA VEY r ° Y��j wr3 • ��'�I:v C r`o� co s -may be served aszprovided Prepared by: a ,, Address: td 6 ' • 6 , .232_23 123 01.52 293 J __- f - -111_7_-1 a�� _,__- _: - _ _3 ___' LL_ - _: t! 1 i TI I f( 1! 1! hT ; ; _1 ! - h ! 1 1 1 -! ! t I i t ',� i! t! 1! - ; I T (__T1- ITTAT -1 L I I 17 =i j — 1 - 1 - 1 - 1 ' iTi 1 1 I f i f = _=i _: _ i TI 11 1 i t fl i I. ! t i t LU i :_L_ ! - 1--1 -� t • - - -� �� i. III ! 1 [_ I II I i 1 Li I 1 - 1 �1 1 I I rt It ti I I! S t i I 1. LA I I i T 1 i t !. i 1 1 t y I _I !�!!l —f-1 i 1T . 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I 1 I� 11 ; Il I; f 1 1 IT{ 1;! 5 1 1! 1_ _ _. —I 1 J T Z Ir'r 1 1 1 1 1 1 1 1 I �;,_ i I( 1 iH-1 ' I I i i I f I �I t 1 1 I t, i I t I t i l l 1 !_f - f i i 1 i I 1 I ! 1 1 i 1_Lt_i II 3r4 1 1 i T I i i i i _ 1�1 1 i - T1i1 1 i 1' 1 1 1 1 ! t 1 1 1 = I 1+ i I 1_1_1 ! t "1 1 1_1 �! I Ti - 'i - 1l�i ' t - T i 1_I i f F ' 1 �it111R11 ; % : iii - T i isil ! ilk 1 T1 11 I 1 i 11 ! 1_ I i! 1 _ 4 Florida Building Code Edition High Velocity Hurricane Zone Uniform Permit Application Form. Master Permit No. Contractor's Name Job Address ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof Section A (General fc .es NukA 1 ffbq ,Y /Re-Roofing ROOF CATEGORY • Mechanically as d Tile Mortar/Adhesive Set Tile • Metal Panel/Shingles ► Shingles /Shakes D Prescriptive BUR-RAS 150 ROOF T ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) \ 1 4 ° Q 3600 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. n 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. v NOA No.: 03 0 1 O Design Wind Pressures, From RAS 128 or Calculatiops: Pmax1: '5max24 Pmax3: \ 1 Max Design Pre uu{{e,m the Specific NOA System: 1 Deck: Type: Gauge/Thickness: Wocci Slope: Anchor /Base Sheet & No of PIy(s): 1 1 6 a6`� Anchor /Base Sheet Fastener /Bonding Material: Insulation Base Layer. – co Base Insulation Size and Thickness: Bas Insulatip F s ener /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 PIy(s): PIy Sheet Fastener /Bonding Material: Section C (Low Sloped Roof System) Top PIy tem SI*�(ed Top PIy s n /Mi 'g aterial: Surfacing: Fastener Spacing for Anchor /Base Sheet Attach ent Field: 1 " oc © Lap, # Rows @ C I "oc Perimeter. " oc © Lap, # Rows @ ' " oc Comer. 6 .0c@ Lap, # Rows 3 @ " ' 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 trip, Base Flashing, Counter- Flashing, oping, Etc. I ndicate: 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. moc ach, e d mit h-er&\ PIP c � 4 '- ri. P Al* tafr Parapet Height Mean Roof Height I Y6 V b Roof System Manufacturer: W ,( Notice of Acceptance Number: . L '1 10 (e) D Minimum Design Wind Pr s s If Applicable (From RAS 127 or Calculations): P1: P2: q `5 P3: 161 Gv�� Maximum Design Pressure g" 6i b (From the NOA Specific System): - Po Method of tile attachment: (y F7 6e Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Roof Slq� • • Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: ype Underlayment: nsulation. Fire Barrier. Ridge Ventila ' ? I C Mean Roof Height: t 'L- 6 tt-/- -4=reb CA-141'm astener Type & Spacing: dhesive Type: ype Cap Sheet. oof Covers I S, Mt1 (s b� ' l Gh mf M ed ng: i.Ap r Spcu i t' e_o l o� Type & Size Drip Edge: Where to Obtain Information Description Symbol Where to find Design Pressure PI 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 g Job Site Aerodynamic Multiplier X NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance Mr 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. Mean Roof Height M Required Moment Resistance* 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 84.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 ry Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M the values from Mt 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. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1: xA. = __ - ) -Mg: = M r t NOA (P z A. = ) - Mg: = M NOA M (P3: z A. = ) - Mg: = Mr3 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" (P : _x l: = z w: = ) - W: x cos 0: = F NOA F' (P x1: = a w:_ ) -W: cos 0: = F NOA F' (P : a 1: = z w: = ) - W: a cos 8: = F NOA F' J 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 xplained. 1. Aesthetics- Workmanship: The workmanship provisions of Chapter, 15 (High Velocity Hurricane Gone) 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 nailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida uilding Code. (The roof deck is usually concealed prior to removing the existing roof system): • 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or ovine should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the ption of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may ca Ise 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 � n e�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 /A is Signature C: IDOCIME- NmpOLOCALS- hT.WSECTIO\ 15a.duc ) /13 0 /C�Z Date Contractor's Signature Owner's Name and Address . MIAMI SHORES VILLAGE 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. . J .1 j- Date... - /....._ .._ ^/..._ .._ . .... 19.( 7 7.,..21 t t1 _ No. 1/ __. Street[X 4 /.2..a s BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT 4/-)..2.1 C ' Registered Architect and /or Engineer . (► p .... . .............. ..........•.,. . _. . Name and address of licensed contractor Pa ! 7l e 1- ' U 01' -R .m to -"lc , J JS, / 7 t' ,", Location and legal description of lot to be built on: Lot Block Subdivision _......� Street and Number where work is to be done.. /.. .. _. t ...../o2. S t State work to be done and purpose of building (by floors) , 1 e - .2 :b O -F 3 U ,- AS" te a. S b . 3 D '� 9 Sl�, fe. and for no other purpose. i New Building Remodeling Addition Repairi 1.-----•— No. of S tories ''"� /� To be constructed of Kind of foundation Roof Covering3.Q�/S'9OA /€ e p Estimated Total cost of improvements $... Z 6 S D d Amount of Permit $. Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot The undersigned applicant for this building permit does hereby certify that he understands of labor under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled and has complied with the provisions thereof, and will require similar compliance from all in the work to be performed under this permit; and will post or cause to be posted for in or notices as arc required by the Act. The undersigned agrees to employ • su su pennit, as are licensed by Miami Shores Village. Remarks _..._ _. (Signed) 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 accepts his obligations a. C eral Laws of Florida, Pennxnen ntractors or sub - contractors e tion on the site of t tractors •, o an employer Supplement, toyed by him uch public notice be performed under this STATE OF FLORIDA, COUNTY OF DADE. j 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 for application, and that he did sign the same, and that all facts therein by him stated are true. Permit No..__.__ / ` d ‘-r Date( -'- T ad, Sworn to and Subscribed before me. Disapproved .1.4.2"/Z-- - -. Date. (Signed) Notary Public, State of Florida -- Buil• Inspector My Commission Expires PLAN ." C 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 Planning 13oard. A re- inspection fee of $1.00 will be charged when such re- inspection is made neceuary by improper notice for inspection or faulty ts and /or workmanship. s/c MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT I/ S APPLICATION FOR BUILDING PERMIT I 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. Date 7/ 19 7Z Owners Name and Address- _ -. No..._. Street._! �" .! o •s Regi„ter-ad Architect and/or Engineer _ PS _______________ _______ ______________________�__,_:,._ _- , ___=.:.=z=u..===., .,: =n __: ,.:_: :._, _ :__:,:..., Name and address of licensed contractor -- l./,t�i� _____ -mil Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done �7 /t/ 40,257 State work to be done and purpose of building (by floors) Disapproved Date. ( Signed) Building Inspect Kind of foundation 22/c 2v4rAe.- .and for no other purpose. New Building Remodeling Addition Repairs No. of tori To be constructed of Roof Covering.___ improvements -/ Estimated Total cost of p `� Amount of Permit $ 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 s ub a e plans and s.: cif ti s for said building. All notices with ^ r � ef � er re e � ncce to the building and its construction may be sent to .-- 1%' "��' , .�..� / _2'""j' The undersigned applicant fo t%• 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, Pennanent Supplement, 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 o the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcyatt ctors,oy wo j performed under this permit, as are licensed by Miami Shores Village. � �,[ Remarks -- - - - — (Signed). < ! �- _ G� �'CL ° ,, 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 Notary Public, State of Florida My 'Commission Expires 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 tru . Permit /S 7C.0. Date f f Read, Sworn to and Subscribed before me. P .ANNING 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 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty • materials and /or workmanship.