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RF-06-2710
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/15/2007 Inspector: Grande, Claudio Owner: SMITH, WILLIAM ROBERT Job Address: 230 94 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: VINSON HARLOT ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060133630 Lot: Phone: 786- 290 -1227 Building Department Comments REMOVAL OF EXISTING BUID UP DECH, REPLACEMENT OF ROOF #75, HOT MOPPED CUP SHED, SLOPE ROOF REMOVED OF EXISTING GRAVEC NEW GRAVE HOT MOPPED, CHANGE WOOD. BAR 16 lam d Passed l Inspector Comments CREATED AS REINSPECTION FOR INSP- 31408. Not ready for final inspection. Tile in slope roof has not been placed or inspected, 1/23/07 CG. LADEER IS ON THE BACK OF THE HOSE SAME AS THE PERMIT , cat Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, March 16, 2007 Page 1 of 2 U.S. SOUTH Engineering & Testing Lab., Inc. Project 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 904.5 SITE SPECIFIC INFORMATION Owner's Name: i k, 1 Job Address. 1 -3 Roofing Contract Type of Tile. Approximate Roof Height: 1 Z feet Type of Access to Roof: Sc ffolds Ladder Approximate Square Footage of Roof: 9 10 ft2 Required Testing ForR: 35�lbs. Testing Equipment: Chatillion 100 Date Tested- — "L Permit # ` Ctt-®t 2 +10 Date Installed. Roof Pitch: 3 f Other No TEST RESULTS P = PASS, F = FAIL Test Location Uplift Pull Test P or 9 Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or 9 Test Location Uplift Pup Test(P at 9 1 � 26 51 78 2 27 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 a5 11 36 61 88 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 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST.. o�. THIS REPORT SUB TIED BY: Lab Certification # 98- 0608.04 State of FL Certificate Auth • rization # 4100 Sketch of Roof • •*. Job Sa9 R4S-G,, ,t5tte Sheet Number L- - Contractor \i/ •C v4") 7 CScale -r--67PFt hec By ked 1111111111 ri I 10 MEMEEMMEMMINAMMIAMENWAMOMMAIMMOM 1111111111111111111P1111111111 1111111111111111111111111111 MMEMINIMMOMMIMMIMOMMISIMMEMMMOM MINIMMENWEEMOMIMMINIMEMWEIMMIMME IIMMEMEMEMEMS2WMUMMOSOMOMMENMEN 111111111111111111111111111111 • • :N9tes: Miami Shores Village It21 Building Department 6°161°. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 /2/ 2(p/ . Tel: (305) 795.2204 Fax: (305) 756.8972 ,,II BUILDING % �n S�Sr'Si°r7'�Snl Permit No. 0��� NOV 0 2 2006 aster Pent* No. PERMI FBC 2001 B Yz Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) Owner's Address Phone # City t 5 te` Tenant/Lessee Name Phone # Job Address (where the work is being done)c;22 r-99 * fg/ City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO ,K Contractor's Company Name V// J/I 7, it Contractor's Address C,A, f d Rae City ey,�% / _ State Qualifier O £ ei , c (vat/s Zip .33 /3er, Phone (7 . ) C9 —49 a 7 Zip Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit'/ u 5 'b 00 Square Footage Of Work: -2`ecr-e, ` 4",17- ° Type of Work: ` ❑Addition ['Alteration ❑New 4 Repair/Replace Describe Work. le- -ON%i , £. , 6 e .�% ita,rze r�� ,�ed:? ore'° 4e Q Demolition ged Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ 1'0 Radon $ Zoning Bond $ Structural Plan Review. $ 00 CCF $ '(/ CO /CC Technology Fee $ ' /c2 Code Enforcement $ Total Fee Now Due $ Y35 (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that aII work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap.roved and a reinspection fee will be charged. )4Signature Owner or Agent The foregoing instrument was acknowledged before m this 6l day of (} , 204 by l 6 who is personally known to me or who has produced NO S. As idea + ratio . and who did take an oath Signature Contractor The foregoing instrument was acknowledged before me this 12.-- day of e. , 20°4 by a►k:GG0-4s.- i' CA' -•�d,� who is personally known to me or who has produced as identificatio o did take an oath. NOTARY PUB Sign: Print: Print: My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *_ * * * * * * * * * **5k * * * ** **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 Plans Examiner Engineer Zoning PERMIT NO._ 1 111111 11111 11111 11111 11111 11111 111111111 1111 NOTICE OF CO Cory '‘,1 RE pegrED NCEMENT TIEMS Xt iv :If RUT DISPECROU TAX FOLIO NO. BATE OF FLORIDA:, COUNTY OF MrdAMI-DADE: Th UNDERSIGNED hereby gives notice that Irrprovernents w1t bp made to Certain rad Froperty, and In accordance with Chapter 713, Florida Stetutes, the following inkomation le provided in this Notice of Commencement 1. Legal description of propertpuld 2. DeScripti /la et/address: CFN 2006R1125927 ON Bk 25021 Ps 1844; Ups) RECORDED 10/19/2006 15:47:20 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COMM FLORIDA LAST PAGE .0142111111K— A I AL.,./AA.r.of 4•• n of imprOvement: 3. Owner(s) name and adeinses: Interest in property: A4PIONNIF7 al" Ard e• 1 111111N AKM11411/,' ....A11111,41249"Ar Name and address of fee simple titleholder: -5121,MWd, 4. Contractor's name and address: Ari 418w 1 Ofite 141v-i S. Surety: (Payment bond required by owner contractor, if any) . Name and address: Mount of bond $ G. Lender's name and address: 4.10••■•••■■■••■■•••■••••■•■■•••■•■•■••••••■■•••••••• 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(47., Florida Statutes, Name and address: .5. In addition to hirnse11, Owners designates the following person(s) to receive a copy of the !Jew's Notice as provide( In Section 713.13(1)(b), Florida Statutes. Name and address: • O. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different .4e is specified) Si ature of Owner Print Owner's Name At:46 z)-27)--7772 Sworn to and sub r ribed before me this /5 day of SC--- . , 200,66 Notary .Public Pant Notary's Nam My commission expires: 123.1.2 PAGE 4 13102 repared by 1/ •."' • j Address:. it,t.V-2-3 STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY 7FY that this Is a espy of the origsnal fi a t an / day of WITNES and Official Sao/ EY LE,- a/1004,07 ty Courts aCo eTires5AMMX Sortemlaiyi.12-4254 °IV ' • 1 Weary Atmn.. Inc ssss p Master P mit No. 02 2ll Contractor's Name Job Address High Velocity Hurricane Zone Uniform Permit Application Form Section A (General lnfiormationi Low Slope Process No. Jl 16) V 1 ,) 41.041 ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ID N Z ❑ Prescriptive BUR -RAS 150 ROOF TYPE - Roofing ❑ Recovering ❑ Repair ROOF SYSTEM INFORMATION ❑ Maintenance • • • • • • • • •• • • • Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total•(ePt• Section B (Roof Plan) • • • • • • • •••• • • • - - -fir • - • • • • • •• • •• • •• • • •• Sketch Roof Plan: Illustrate all levels and sections, roof drains, sci ppersi overtiow scuppers and overflow drains. Include dimensions of sectionS•ra'hQ leve�sy,�•clears ' identify dimensions of elevated pressure zones and location of parapets. •..• • • • • ' . ' i L:+ 1 _: , . i i I . I i a I i_ `,-{i -t 1 L 1, [ t I " .r--i. ; r • r; �' i l • - ..--r • • ' i 1 1 '-{ 1 ;- .. . _ { ms ■■ MI _1__ I I .. ' ■ ■tit ullial I L i..1-_ t l■ t t ■ ' .p ...H, ` imi ■; aI r111 10 4; . !.._ ;. • ? t t : r I ■ rl 1, ' I 'W ■ Lam ;. s ` -L t I I III■ td . 1-17-71::--1,. _ 4 � • `11 +:. S• _ I_i. -_' r. . _..,- 1 - ' ' - -L...- r' . •L t I I :t_ L .1 i i - .7_ . = .:- t - I r L -? _.:..._. -. Lt- 3- l-- G. ._ . . r r i i '. - L _ L. -I ,......1_4_;_; .._L L - : ' 4.4 -t- -L : .I._��...t_I 1.._II -4kT _'i .L L,.I 2,-)--1 _,. .t- } _ 111 :.�Y ' I�t • a 1- ,. 4__ _ t_L ' L�_IL _ I :i: i p _r ..L - ' 1---i- t `�'- _ - .i t t i__, _l. _I 4_ _ -I . I . L ; '._.Cf -- _J!� . ' f 1--- _:_�_LL... ._ '� _•r.Y. �_ 1__.....L.1. .! -L 1..t :_t• -, I •L_ I. -, . TC° j' :_! -� .r7�t_ L �: r_L -r: 1 '- _t__ - _L1-i- _1_,...... ._c_.l ; - i. -t-1_ .l,i L.i - _ -- I I __ J _i r r , r_ -:_Z.. t_ �. _ .j. ! 1 .: r 7 'rte --'� f r- -1 i._L . ! �H. -:. `�I • 1 d_. r '. , I. .;_. „.t.__ -� .+-r -_ � . _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 inllial in the adjacent box indicates that the item has been explained. 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) e for the purpose of providing that the roofing system meets the wind resistance and water intrusion rformance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provsions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be . , , ressed as part of the agreement between the owner and the contractor. r 2. Renaiting Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed ccordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Buiilding e 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 ir (Le. 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. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be ed 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 opf 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 g 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 discbarge if overflow scuppers (wail outlets) are not provided. It may be necessary to install overflow scuppers In accordance with Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of 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 servi; life the roof. eft/Agent's Signature ti Property ddress /0, °r , 06 Date -e"-7/0 Permit Number Rev:1/2012005,Computer Services, Budding Department Contractor's Signature Florida Building Code lition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Surfacing: • ft /P( . Section C (Low Slope Application) Fria in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer :�" Product Approval Nq.: 0 • "i �° / 05 . f PIy(s }: Design Wind Pressures, Froth RAS 128 gr Calculations: I'm�x1• Y _ _ Pmax2: � 2-1 6 Pmax3: t Z P43. Max. Design Pressure, from the specific Product Approval system: - `- 'j'"'2 ,• S Deck: Type: • QaugeR'hickness: Slope: .5- F Fasten r Spacing for Anchor /Base Sheet Attachment: Field: " oc @ Lap, # Rows " oc Perim *ten " oc @ Lap, # Rows @ f_ " oc • Cornea~ h " oc © Lap, *Rows `t' 1 @ _" oc Number of Fasteners Per Insulation Board: Field _ 1 ' . Perimeter. IV Corner 1/4/4 Illustrate Components Noted and Details.as Applicable: 1Noodblpcking, Gutter, Edge Termination, Stripping, Flashing, Continuptis Cleat, Cant Strip, Base Flashing, Counter - Flashing,Coping, Etc, 1 atex ;¥ean Roof Height, Parapet Height, Height of Base . ink, Component Material, Material Thickness, Fastener e, Fastener Spacing or Submit Anchor/Base Sheet & No. of Ply(s): 4' Anchor/Base S.hee Fastener/Bonding . n insulation Base Layer: % . I, Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: f ( A / Top Insulation Size and Thickness: !i r 4 Top lnsufafion•Fastener/Bonding Material: i t Base Sheet(s) & No. of ni 1 A Sheet Fastener/Bonding Material: ni Pty Sheet(s) & No. of Pfy(s): Ply Sheet Fastener /$ond� g Mat: rlel :. • Top Ply: Top Ply Fa tenerBonding Mater' I. as 3k3 . • • • • •• •••. • • •• •• •• • • •••S•• • • .• • .•.••• • • • ••:••• • • •••••• • • 00000 • • ••• • • • •••••• • • -PIr• ss1I PergIEVUE la DEC 1 8 2006 BY: ----- - - ---- 1 At • • J • 4 11 .MIAMH)ADE fagi 13TlILpING cODE CO PLIANCE mace (BCCO). PRODUCT CONTROL DIVISION NOTICE .CIF ACCEPTANCE1NOA1 • GAF Material Corporation .1361 Alps Road Wayne, N. 07470 • M1AM1•DADE• COUNTY, FLORD?A METRO -DADS PLAGLER BUILDING 140 WEST FLAGLEB STREET, SUTIE 1403 P ORmA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 • scars:: This NOA is being issued under the applicable rules and regulat1ort t.governing the use of construction materials. The documentation submitted has been reviewed by the BCCO anti accepted by the Blending. Code and product Review Committee tote used in Mimi Dade County and other arms where allowed by the Authority Having Jurisdiction (AHD). - Tbie NOA shall not be valid after this expiration date stated bel�Y. The M3ami:Qade � on .(In.:l lama. Dade. County) and/cx' the ABJ' (in•.a teas othe:rr Product Contrpl hava,th3s.prodiid oc�iaiatrri$l�:tested for .. rau .11�amd.�3adc.�Couuty).. the right to quality assuranC pwposeei Xthilitrodia or material fails to • orm the: �p� ',the manufacturer will: incur the: expense of 'suuc t P in ��+ ��', or suspend :the use. of such . , ��8 and the AH7 may immediately to -eke, odd I�� or material within their jurisdiction. 'BORA reserves the right &' , if it is determined by Miami-Dade Count rPr�oduct Control Division that this product or material fails to net the . '° requirements of. the applicable building co:s: T is product is approved as described herein, and has been designed to comply with the }Egli 1iakoeyy Hurxiaaao • Zone of tbs Florida Building Code. ' • • DESCRIPTION: GAF Conventional Bullt•Up Roof System for' [rood Deck, ...... : • •. ...... LABELING: Bach milt shall bear a Permanent s• • • • ' • • • • • zmanent label with the man➢tfhcturer's nareaz' 1:3go, city st 'and ........ following statement; "Miami Da de County Product Control Approved", unless others e ttpted herein, . • RENEWAL of this NOA shall be considered ' • •' •' • • • • ▪ • after a zeuewal applic8 Lion has • • •• • . change in the.applicable building code negatively affecting the perfo °naa�ace of this u 't a :.,,.' n no....: • •• . MERAXINATION of this NOA will occur after the expiration data o iif there has been aI revision oPcla nge in the ▪ • mss, use, and/or manufacture of the product or process. Misuse t►itthis NOA as an e product, for sales, advertising or any other purposes shall automati but of any with any sermon of this NOA shall be cause for termination and ca]Vu nominate this NOA. Failure to comply • reuucV,Il of NOA. ADVERTISEMAIT: The NOA number preceded by the words Miami -Dade County, Fl a a in t the expiration date may be displayed in advertising literature. If any grcutzon of the NOA Is ddlsed followed by displayyed, Olen It shall INSPECTION: ,A copy of this entire NOA shall be provided to the uaeat• by the uia, and shall bye. available. feu ilon the ' "curer c r its dis i'butors ,.site at the resiuest of 4104uilding__0ffic41 _._._ - - -- �•-.- � ..__.. ._ This NOA renews NOA #02.0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC • NOA No: 030501.03 E piratlon Date: 11/04/0S Approval Date :xo03 Page 1 of 21 • .t.:.1.,:•.:•••:••;...,:•••;. ': : ..�.i �, »7:: t::.:.. •1:..•;+a6:• +.. :::Si:.s'a*,;:: . GARI AS Ply 40 ,4AI'EASO M'menl STRATAYTIYD • ' • inaiarPe fxaied :pulat.A 1. •0 Gi.Asto 39.3'•"•.(1 •' m ete • AST f 4851 P :..b tt io:. � r • ' o �t od 7� 4• S 3 S,Heat • motet (9.37) ASTM D-61 � 1�co -W vea Pb coifed with t s We Smooth gis :1: 9.3r, AST M D-616441ui -Woven : • . • • Il B$tQ 813,5 it- 1 m 39.3 7") ASTM D-6164 -6164 7 xi- Woven • '170'FR .• ..i Ina �ota � • • • • dect 1 � •• • . ma • . •' • . Various As .It fed. s ra: a . 1.14blo} tl ; D 367Z 'Dc4cd, .*1'444'914.4#1.4 . 44 ....,.try ;' i •,. ? • :•Z "'s..t•:.:".ti :,, �.•.w:•...`• t ;" i- :i %*^•'�t'Ry'i`+, .ta -S:� .vte�st f? .-4. , ' j •: G" ' ..39.4r jl meter) 39.3''(1 meta)' • 39.371.(1 mctcrj" • ''�vido: • Test ASTM D 2173, Type IV asphalt i ap ;giay felt with asphalt cwtn�•. • • ,ASTMD 39011. Aspbalt coat4 tivii INC r p, { • AMID 4 8 9 1 1 Fiberglass base boot iramtnateddand •' coated D 3672 on :St on the bot#teii eider `mil'. rer!«,r1aw. thiP 4314_411: Parforated modified •.• • • • • Otdo SB3 . 1 'moor r39.3T') • AS111! D -6164 PIoa-Wo o '� • i ...... ; PLUS • . wldo �q' 5133 ' ' Hoare ..: ... . Weld - :1,.mq.e •(39.37'' ASThXD -6164 Ctiq:Wovr~ri • ' ' ..:• :..... r rda� 1 witr : .... : • ' Weld 23 ts7 (39.37, AST14iD -6i64 1 i Wcrvcu Daly ' • R.UBER0117 odit3ed 3937" {1 ) A$TM D4601 121 rani • wide g'UL j? 3- • • Type 02 BUR • Rubemidr 2A : 39 ..3r (i ) ASTMD 063 441 • • .fif e s • w ASTD Si ' ►y beet rarif 8 • f b er mt tR d�iog Grsh 19.3r.. .. AMMO: 6222N4 wovenpoly �L wit —4 ASTM D 5147 go ym ed with miirza.l gra asphalt Base Sheet NQA Not 634101,05 a 11Q8 A S 1 • , Deck Type 1: 'Wood, Non- insulated Deck Descriptions 19112" of greater plywood or wood plalc decks System Type E (1): Base sheet mechanically fastened.. All General anti System Limitations . shall apply.: Base sheet: • GAPGLAS #80 UltitniPz Base Sheen IMIATAVEN'T® }Riimfr,ArscrPetfotated Na1ahle ;,RTJB.EROIDDM'odiiied;Baso Rl et;:RUBEROID®t20, RUBEROID SBS•Freat Weid* Sinooth.oR RUBEI 041:SBS }Feat Weld 25 bases sheet mechanically fastened to deck as d c d below; Fastening :Options: O.AFOLAS*Ply 41), 4AFOI.AS;F1t Pty?? 6,« #75. Base Sheet of • 46140 to Q t. :W1t. approved annular RhAXjt 1 4 4 1 # 4 . F1e 1 y??' b, 0A044 # 75 Ba"s¢ Sit cc any abgva Base sheets attached to e0. eck with Drlll Tec Oivi T1 3)°#12 qa• # 14• Schwa. and 3" Plates;:.12r o:c. in: J4'o�ws Oise row is in the 2".:su% lap. The . ott�exrows :dro spaced agp�a� {r.�i�1y 12... ,p.c. �n � field otthe Sheet. (D trtsit Ucsig2r .Pi essuris45 S'Qe 044 .04 GA E A.S •Flex Ply= 6, (IAFGL,AS ,�S Base Shat oar any of above base sheets attached to deck with approved s'nnular ring shank Y;sils andtM *tat a • • •: • fastener spacing of 9' o.c. at the 4" *Staggered and LI tworows 9: as. in the • • field (Markman Design Pressure —4,0,5 pelf $en rGe intio it :' . • •' GAKILAs #75 Base Sheet Or anypf•ubitive Baso s1 :to dec with }.... Drill Tee (CxAFTITE) #12 or #14 Scree 's'and 3" P1atee, •12•"•o.c. in 11,f l . One' row is in the 2'side lap. The other ro ;a are equally s ce appro y 9"' • • • • •' o.c. in the field of the sheet ...... • • • • • • (Markman Designs Preeswe —60 are General .... • • ny 4f above Bass slier attached tO clie.ck 'approved an4int'r ng shank mpg ..... • and 3" inverted .Drill: Tec (GAFr1TB) higulatiqn plates, aft a fa stener;pacingg of :...: o c: at the 4- lsp stag ncd• in two rows 9 in the field' : • • • : • (Maxi/aum Design Pressure - 60psf, Are Generial aid/alien ,7 ' • •' • GAPGLAS 475 Base Sheet or any of anve Base sheets attached to deck with Drill -Tee (GAPTITE) #12 or #14 Screliv s and 3" Plates. 8" o.c. in 4 rows. One row is in the 2" side lsp. • The other roWar arc equally spaced approximately 9" o.c. in the field. ofthe sheet atfistrimum Design Pressure —7Spf $se General Limitedion #7) . Ply Sheet: • • One or more plies of GAFGLAS PL's' 40, GAPGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smoot l.or RUBEROII) 20 'adhered in a•full • mopping of approved asphalt applied within the EVT range arid at a rate'of 20- sq (OptionalT Ones'ply of GAFGLAS ®M -neral Surfaced- Cap Sheet adhered in a_•___... .. full nxppmg of approved asphalt appli0 within the EVT range and at a rate of 20- 40lbssq. NOA No: 03- 0501.05 Eapfratlon Dates 11/04/08 Approval Daie:10 03 Page 18 of 21 - Surf:4 g: (Required if no cap sheet is used) Ins i.il one of the following: 1. .GAF Special Roofng Bitumen wit. an application rata of 20 Ibs./sq with an application rate of 14 gal./sq.; cc (}AP WEATHER COAT Emulsion (Matrix 305 Fibered Fmutsioti) what an application rate of 3.ga1✓. sq,;•cc GAF Premium'Pibered Aluminum Roo f' j oating (Matrix System Pro Aluminum Roof CoatingPibered 301) with at application rate of 1.5 gaiisq. 2. Asphalt flood coat at an applicatiorn rate of 60 lbsIsq. t 20%; plus gravel or slag with an applications rate of 400 lbascp & 300 Ibeisq., respectively. 3. Top Coat Surface Seal SB (Matra *Ei02 SB Coating,), Top Coat MB Plus (Matrix 715 MB Coating), GAYWtatlaraCote or We athexCote LOW --VOG applied at rate of 1.1.3 gal/sq. . See Fastening Above J • 000000 • • • • •• • •• • • • •• •..••. 000000 • • • • • •••••• . • • •••• •••••• • • ••••• •••• • • • • •• • ••••• 000000 • • •• • •••••• • • •••••• • • • • ••••• •••••• • • • • •..• • •••• • • • • • •• •. NOA No: 03.0501.05 Expiration Date: 12/04/08 Approval Date:10123/03 Page 19of21 - Membrane. Type: Deck Type 1: Deck Description: • System Type E (2): Anchor shot: Ply shut: CAP Sheets Maldmum Design Pressure: Maxlmum Slope:. BUR Wood, Non-insulated 191=" or greater plywood or wood plavit Tile Urderlayment, Base' Sheet atechpically attached. GARGLARD #80 Ultima= Base Sheet, RUBEROIDO 20 or Tile-Mate Base • Sheet applied with a minimum 2:" sic6flap and a mini-thorn trend lap. Base sheet may be applied at a right angle (90,0o the slope of the deck with approved annular ring shnnt nails and tin caps a a fastener spacing of 6" o.c. at the 2" side lap, and two 120 o.c. staggered rows 0.ong the canter of the sheet. • (Optiona1)On, . . 419$.:00o G.I.MLAS PLY 4cg' P1, QAPC,EAS liexPlynl 6 sheet; GAIAAS #8O U1thna', RUPgaijIP MO? Sirl6O0i cc RUPRO1PI:v 20 iguiad...; ii a f1I uping o apprOd asphalt applied within the EVT tune • 4414 • ' . On ply it0i3..g,6±30 ,ifoii,;;RuBmtppas NOP PLUS or Tile-Mate Cap u*azaybeapplied ata right:SOO?. (90°) to the slope of. the deck* adhered in a gill moppligof TypeIV asphalt plied within the Err range and at a rate of 2040 lbasq, Metabrane shall be *bulled to deck with approved annular. ring shank nails and tin caps in accornce to applicable Brdidlrig Code. No nails or tin caps shall be exposed • • * Meinbrane rosy also be installed pa4q1lel to tbe slope bT tbe roof:sir:, * ****** ** • • • „, • • „ , • stippping); If Membrane is strapped, ttion anchor sheefSTily sheet mist also tss *** straPPed• " Refer to tile manufacturer's MA. •■■■ 0 ...... • 4 • • • • • • ...•. • • • ****** • • • • • * o **** •• • • • • • 0 • • • Mint Comply.with Roofing Applica&n Standard RAS 1.11; fliAs 11;9,4IAp 120 and applicable Building Code, . . •••• . • . 00000 : • • • •••• • • • • • • •• • • 4 • NOA-No: 03-0501.05 Expiration Date: 11/04/08 Approyal Date:10/23/03 Page 20 0'21 • . WOOD DECK SYSTEM LI ITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum W" Dens Deck or 1 Type. X gypsum board is =ratable to be installed directly over the wood deck, GENERAL LIMITATIONS: . • 1. Fro classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first la sr shall be attached in compliance with Product'Control Approval guidelines. All other layers sbai 1 be adhered in a full Mopping of approved asphalt applied within the EVT range and at a ra et of 20-40 lbs.sq., or mew attacid using the fastening pattern of the top layer 3. All standard panel sizes are. acceptable for mechinicaVtittachn3ent. When applied in approved asphalt, /sand size shall be 4'x 4',maximum. • • • 4. An overlay and/or recovery board insulation panel is realized on all applications over closed cell foam insulations when the base sheet is fully mopped. I1! no recovery board is used the base sheet shall be applied using spot mopping with approved as**, 12" diameter circles, 24" o.c.; air strip mopped 8' ribbons in time rows, one at each sidelap ands- ;cues down the center of ibe she allowing a continuous area of ventilation, Encircling of the stritls is not acceptable. A 6" break shall be • placed every 12' in each ribbon to allow cross ventilation., . .Asphalt application of either system shall be at a miaimima rate of 12 lbs.sq. Note: Spot attache systems shall be limited :to a maximum • design pressure of -45 psf. • 5. Fastener spacing for insulation attachment is based on a Msiinimum Charaaesistic F�? j• value 8!" •: • 275 Brie, as tested in compliance with Testing Application[ taiadard TAS t05: Ittbe fBStenlsvaluei,, : :. as field - tested, are below 275 lb£ insulation attachment sl t ll not be accept? • • • • • 6. Fastener spacing for mechanical attachment of anchor/bas sheet or membild8 $pacer entil; based: • • • • 1 on a minimum fastener resistance value in conjunction with the maxim de "fit vaius; 'wit1ih, • • • • • a specific system. Should the fastener resistance be less than that required,,aus. the • Building Official, a revised fastener spacing, prepared, sig01 and sealed by airida 11agisttted • •' • • • erg', Architect, or Registered Roof Consultant may bri submitted. Said wed fastener spacing • • shall utilize the withdrawal resistance value taken from Tej ng APplicationtStaenctutis T.RS f 5 and calculation is compliance with Roo f ng Application Stanillnrcii RAS 117. : • ,••• • • • • • • • 7. Perimeter and corner areas sl;all• comply with the enha ed uplift pressurd q�iren t� :'o these areas, Fastener densities • shall be increased for both i$irulatian and base sheet . as calculated in compliance with Roofing Application Standard RAS 1 '7. (Whe.n this limitation b speciftcally referred within this NOA, General Limitation #9 will j.t be applicable.) • 8. All $ttPilrmetnt and siring ofperinieter na ie 's, metal profit~, and/or flashing termination designs shall conform with Roofing Application Standard RAS W. iand applicable Wind load requirements. 9. The maximum, designed pressure limitation listed shall be npplicable to all roof pressure zones (1.c. field, perimeters, and comers). Neither rational analysis, Or extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perim ters, extended. comers and corals). (When this limitation is sped gaily referred within heir NOA, General motion #7 will not -- . be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida _..__� +- Buiding Code and Rule 9B -72 of the Florida Administrative Code. • END OF THIS ACCEPTANCE NOA No: 03-0501.05 Expiration Date: 11/04108 Approval Date:1O/23/03 . Page 21 of 21 1 2 • mi.. WI, ii 597:K34 TO 3055202909 5 ZOO ROOFING MATERIALS AND SYS51EMS DIRECTORY COVERING MATT:FOALS Roofing Systems (TGRI)--Contim4ed 6urfacb Taroliex ukor Series (various colors), applied 1 gal/sq 0•2 Incline 1/2 30, 17 o NC Palau "l'oly-ISO" or "Poty-lso Specie ivith "Polyfoaut 251.' or . foam 3CV, 1 ill B110, Base .Coat Ont tvio applications "Cacollex 1„13-7050", applied at 1 • '311/sq/application. or three applications, applied 1-1/4 salisq/ • application (16%52 dry oils). •suriadav 1Gaccitleor UA-60" Seri:* (varioua colors), applied gal/aq (15 mils). • . Pe& NC • Indb w 2 .. • Foams "rolrlsol' or "Foly-lso $pedal" with *1w= 251" qg tToly. bana 3034;1 in oda. ' Base Coat *Garai! $.1003" "C=5113-1600; applied at gavn (10 • ra3). . • sarbdev "c.,24Cia .s-1060." or "Gaco% s-260cr, aPplied ai 1.0/3q go dry tes). incuue si De* •• rpuRe a251' `TolykauttS03; antthickiiess.. • jertrr: '1Callec Ure-Shield 7007; 43 thy was, Inctiate 2 Pozno. l'alyfam720, illtdows: • • • ..Ba•ros:Coat "Gicoaccr A7321/", 14/2 gal/Sq (14 dry :as): , Sintaday "Caroliqc A-3200" vadat (vatious colors), 74/2 gal/sq (14. "dry nals). 34, Dedu NC Indio' ea 2 . F otas Polyfoara 251, "Polyfoaxa 275" o "Polyfoam 303'1, any titaness. Bast Coat Ons or two applkaticas "Garottes 1)13-71:15(r, applied at 1 gilisq/appliottion (164 dry vas). Sinfaday One applicatiixt, of 'Vacate( A-55 Seties" (varitn/s colon), appilea at 1-1/2 gal/sq..(11 dry nuls). 35. Melo NC larlinr 1/4 Foam "Polyfoaat 251; "Polyfoara 275" or Volyfoam.303; any add- . ness. BastCoae "Gat;ciflacc UB-64," applied at 1-7/2 gal/(18 dry ids). . . 'Navel Coats 30/60 nb crusho walnut shells 14E44 a rate of 5 16/01.with 'C,a.;:e11;sc 1.713-64„" ipplicst a 1-1/2 gal/sq or "Garai= 1.15-64; applied 11/2 gal/sq (18 dry mils) followed by thebroadcast application 0E30/60 mesh am4sed walnut shells appW at 7-8 lb/sq, • Surfacng: 'Guerilla U-66; applied al 1/2 eawsq. (6 dry =Us). 36. Deck !IC 11r*:•- 2 FOIJV "Polyfoara any tunia145.35 • Pd/ner: tE-5.4v (Mg, Claseried), 0.67 gal/sq. • Base/Top CO: "U-52", 20 0/ssf.• Base Coat "CacofleX 1113-64 _ ," sppBed at 1.1/2 Coal 30/60 ourtal, Inut.44.1 • P. 02/03 1100F COVEFIIN MATEIVALS (TEIT) Roofing Systems (TCF.1)—Continued Also, roralple p1Xeo f "CAMAS Ply or "Ply 6" nulybe adhered to C Gypsum VA:gas-Deck:19 In hot asphalt • '.'CA P 5bitlavent Eta' fittator.lie,ttlitg Base Sheet (Nsila;/ler /nay be =de: tally at-0.0A tor hot mopped over noncombustible deck; and as a recover uv • rcrof aystaras. 4. Pate Itstilation may be utilized AS 1 OYU' hoard crier "EYE GUARD" rias.tlation,in any of the following systems. Valtss eta-wise indicabad, the roof Insulation tecliaaiLly. fageoe adhered** hot nuopping.asphalt or urethane insulation adhesitte. • A.W.IIIALT Far SYSTEMS WITH HOT ROOlING .ASPH.AI,T Type aikospluilt glass met, Sara 'sheet ("GAFGLAii 175 Sass Sheet' t .cApcuroitgo a enable alterata for !type GI asphalt glx aetply ("CAPCLAS Ply 4" or "CAPGLAS Ply 6" ) tri the Class A, ti C roofxr Indicated below, The ,r1.errtiy Eat be cove 'red with Type Crtsphilt easimat bas sheet,"QA41Sleatavent ELIPIcinatoe Venting Bass Stitt (Perforao4" ce•"GA &pints* Ilimlnator *Venting.. gam Sheet (NalWale)1, 1 to b IroPPO4Q4 t0,1$4•441aPicallY ritd (*de dj d9wa; As in. •Ififoax Type CZAIsphaltiislasa mat • base sheet 11ani..A.5425 Bas Shelei• M8Q (Emu aiNcAFstratavont.Ziallaturvealiiig sheet:0 $1e)* may b* . aubstituted for Q asphalt gasp fibo"Tply- ohm' St:Ply 4" or HCAFOLAS Ply 6" ) as the :pilled ,base ply it:, poems, . bottcatirily or base sleet may be solid mopped; spot rooppefl or niechani cab' Entail:4A • % unless oVon-wise indicated, D Insulations may be ho: mopped or Median!, 444 lasroul "CAPG103 Plashing" or 'Rube:aid" may be used for Bashing in anrof the Case A, OW C systems liSted below. Whal "Oalibefils referenced, this includes:CAMPO' PERMALITEW or any other IA Mislabel pedite ************ • Croshoc400e or slag are soitabls Illimnates•f or gra_ve in any of thec• a= A. B or C syslfass listed. • • • • 41" " • • 1:s • Sb•ucturet cement Der builourAtinpg axe cogsidevott be -intiuded as a deck* !be following Cars 10-or C systems Wed ow: Calii5a, NC- 7110.4esigyvf,linliqoartiimustsftf & the fallowingpass A, or Csystems does tiateOrinse4yeffeet tie *drip Alla.use t(Ziob upstra,tqaid is an araglatabilletrate for insulatilq4C-15/31/ etc" • • The use iiit'polystynene insul,ation betweerbmin 3/4.1n4Ptittleboard and deck 4niti; rosin. paper ( resin pa/Aittyzenekaeslibtois a suitable altinate for 1w:cram:re* IstAird In die vicrwing Case A,.•13 or C systems,. • • "MCA Iintri•*aard RA", 132.1a:Liered Eneseftd RA' i az ttlikik. • EneroCtlaytl, RA" rimy be substApted aniAllaisctityliwan444nasikla- Hon apgyi4rfthe following Clistruutione: , • • * • Tria&I'Peoria Mop' may be vkitzeofiyith anyeol ronollowing "Asphalt 18 •scilYa"rdeutal— P°Vase triay be used ir any of the following lb/gal with applied ai 14/2 gal/sct or "Geordies • slaw . • • I - aPPlicarloo of 30/60 .croged'w4b'lor •OPI3 4r 7-8 -GAFTE2i.:P Permagtee Recover Board" y be used In lieu of any pullto • UB44", appliadat 1-1/2 gal/sq ilietittollAW9dile the broadcast , VAXLI:F3 Plec Ply 6" Is a suitable alternate to "GA FCLAS Ply 6". 37. Decis NC Sarfathn' Cacollex U-66", applied at 1/2 gal/sq. (6 dry mils). • , es 2 • • .411z4hlf following NC Cl r cations. 2 Z/ Cass A, B and 1. Foam "Palyfoaat 2251!, any di:Id:rest: •• -- • rano 4" (not UL Classified),„0.67 gal/sq. • Hot roofirtrmhalk for use with organk and glass kits ormodiEed bitumen Bass/Coat "U-,62; 125 gal/s3. • membraneti -1' • Vase Coats 91.42," 0.75 gal/sq. • -----oltuberok• Dient WcId" SBS rooting membrane may be used in lieu of "Ruberoid Opp" 5BSproducts In any applibl Cl ti: e aseficaon • 13 asit Coat (Optional): '1.1-67." 0.75 gal/sq. r_a Surfadng (Optionalis vratrud chips; 9 to 11 Bs per sq. Base Coat "U-62," 0.75 gal/sq, • - • ..3L neoclw . Pr! (Optional): 'Cara Piker"; (not classified): Base Coat RCaccal 8-16001 at 1 viper sq. Top Coat "CacoSil-S-1601.ret 1-galper.sq. - Sur/wil OptiOrulk Roan rmiles applied at 30 to 35114 per sq. • • CAP IkriATERIALS CORI' R1306 1„.163 ALPS RD, Mg NJ 07470 "Ili:Baca 20" or Izabeeold Modified Bs r: She' way be..1321lized as on alternate to G2 ba ' any of the followm uas.samBons. 1/2 In. (min) tux: board or 1/4 in. (11-1111) 2-11 9,FFsnm Dens-Doc/4 tsay be ud n any existing noncarobus ale rlert clan. s.tion. Whett this is 'done, tlw resu1± ro ystem is acceFtable fq use over rootusale (15732 in. min) zvJd. taints iri the evrailm howl and 2, . Class A 61S/32 • • India= 3 • . .:, irtszthapp; (Option:Zs One or 'ote layers petate, wood fiber. Elias* • • filleV-fgheYenfiraW•nrethons;--peditelisocyantirre-crenposlwpentitel-- urerizaiNi coropoite, wood aber/isocyanurate composIte,•phendic. anY Ply Shiet Three or more layers Type GI ":1AFGLA5 Ply 4". or "GAFOLAS Ply 6", hot mopped. SrefadaV Gravel. • • • Deck CP45/32 Indiner 2 losulatItoo (Optional): One or more •layers perate, wood fiber, glass fibe iqbe,yarturate, orethano, perlIte/joy aula composite, perlite/ inethant composite,. wood fiber/Isocyarturate C0311pdate;p12122Vik, any thicknegs. Ply Shpee Three or more layers Type C2 " :.ZAFGLAS Ply 4- or "GAM:541511y 69.. , One laver cn, urAor.r SA 1,f;fwer1.1 c4i.4.1460,4 rnr, Florida Building Code- Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. DEC 1 2 � 00zoom" Section D (Steep Sloped Roof Svstem). Roof�System Manufacturer: 01 1 C i (Al-f ,1e 6-1-1 C Notice of Acceptance Number : 0 0 7/1. ) Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: (, ,7/ P2: 21 i f P3: t I C 8 Maximum Design Pressure (From the NOA Specific S tem • - S Method of the attachme i: ,! M IV Roof Slope: :12 Steep S Deck Type: tem Description , • • • • • • •• 5/46' P/ywo0 o ype Underlayment: nsulation: • • 0000 • • •• • •• ••• • •• •• • •• 0 Ire Barrier: Ridge Ventilation? r Kv) rV j astener Type .& Spa ing: • •• • • 0000 • • • 0000 0 • 0 • • • • • [3'y's (0,111A/7'i dhesive Type: pr Acoviir Mean Roof Height: / 123_01 -48 5103 PAGE 4 • • • • • • • • • • • ype Cap Shoe .. 0 1:kAsr�t 10�.reivov'� oof Covering: MOM' tie- VI � f :� RO O Type &Size Drip Edge: 3y 3 ei e caul, • Florida Building Code Edition2002 h Vei.. Hurricane Zone Uniform Permit .11catton'Form. Section E (Tile,Calculation's) For Moment based the systems, choose either Method 1 or 2. Compared the values for Mr.wlth the values.from M t< If the Mf values are greater than 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 "' (Pr: q5 z?. ' 6 i :a 1 00) -Mg: (0.3 t3 =Mx,. 4.7/ NOA 14>ir (P2: gS' zX.Z$cf m1..7.K6) -Mg: •3O - Zlt NOAM (P3:_5 _x) 82 27.Yg) -Mg: G• 3b NOA Mf yS•. S Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA 11fi *Must be used in conjunction '\ th a list of moment based the systems endoxigd tr the • • • Broward County Board of Rules nd Appeals. • • • • • • For Uplift based tile systems us . ethod 3. Compared the values for tt Jiith the • • • values for Fr. If the F'. values are ater than or. equal to the.,Fr valut,;treach , area-of the roof, then the tile attachm t method is acceptable. ••.• • • • . ♦. • •• •• iS • Method 3 "Uplift Based .e Calculations Per 12AS 123d'•. • • (Pi: l• W z w: ) - \ cos : = FM: • • It IA F' •••• (P2 : s l: @ x w: - ___) - W: : s 0 = F11: : oftQA F' • • • • (P3: :l: _ x w:.,,) -W: :cti \ = Fa: •• NOAF'_.•;�. •. • • • • • • • • • •• • •• • • Where to Obtain i . '1 ation • Mr Required Moment Resistance* .• , Mean Roof °,; Ipht Where to find 15' 20' 25' 30' 40' Roof Slope \ Roof Slope 2.1 ', Job Site • 34.4 36.5 38.2 39.7 42.2. 3:12 Attachment Resistants 32.2 34.4. 36.0 M: 39.8 4:12 ' F 30.4 32.2 33.8 35.1 37.' 5:12 \ 28,4 30.1 31.6 32.8 34.9 8:12 \ 26.4 28.0 29.4 30.5 32.4 7:12 \ 24.4 25.9. 27.1 28.2 30.0 *Must be used in conjunction '\ th a list of moment based the systems endoxigd tr the • • • Broward County Board of Rules nd Appeals. • • • • • • For Uplift based tile systems us . ethod 3. Compared the values for tt Jiith the • • • values for Fr. If the F'. values are ater than or. equal to the.,Fr valut,;treach , area-of the roof, then the tile attachm t method is acceptable. ••.• • • • . ♦. • •• •• iS • Method 3 "Uplift Based .e Calculations Per 12AS 123d'•. • • (Pi: l• W z w: ) - \ cos : = FM: • • It IA F' •••• (P2 : s l: @ x w: - ___) - W: : s 0 = F11: : oftQA F' • • • • (P3: :l: _ x w:.,,) -W: :cti \ = Fa: •• NOAF'_.•;�. •. • • • • • • • • • •• • •• • • Where to Obtain i . '1 ation • Description Symbol Where to find Design Possum. P1 orP2orP3 RAS 127 Table 1 or by le : •., - -,.∎.: aoaFysia prepared by PE based onASCE 7 Mean Roof Height H Job Site Roof Slope 8 Job Site • Aerodynamic Multiplier x NOA \ . Restoring Moment due to Gravity Ms NOA Attachment Resistants Me NOA `\ Required Moment Resistance M: Calculated \ Minimum Attacluncnt 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. 123_01 -48 5/03 PAGE 5 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33853 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Veloci'Ht ricane Zone of the Florida Building Code. • • • • •• • DESCRIPTION: Villa Concrete Roof Tile • • • • • • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,citj+, stats &ha° • following statement: "Miami -Dade County Product Control Approved ", unless otherwise nfe hereirj . • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and Dive has 1;kri no change in the applicable building code negatively affecting the performance of this prodit. • : .. • • •. • • •� TERMINATION of this NOA will occur after the expiration date or if there has been a tevisfQn or chfiiig8 in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of t;: • product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 06- 0711.13 Expiration Date: 11/02/11 Approval Date: 11/02/06 Page 1 of 7 ROOFING ASSE Category: Sub - Category: Material: LY APPROVAL Roofing Low Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Mediterranean Roll Concrete Roof Tile, as manufactured by Monier Lifetile LLC in Katy, TX. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained 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. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Monier Lifetile LLC 1= 16W TAS 112 Villa w = 13" 1 " thick Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: TAS 112 Test Agency Test Identifier Nutting Engineers Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies 13343.1 7161 -03 Appendix III 7161 -03 Appendix II P0402 94-06013 94-084 P0631 -01 Redland Technologies Letter Dated Aug. 1, 1994 224 -47099 Professional Service Industries, Inc. Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. . • • • • Accessory trim, concrete reef pieces:for.se at hips, rakes, ridges and vale,' terminations. ' Manufactured for each tilLi1Ytile. • Test Name/Report TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Wind Tunnel Testing TAS 108 (Mortar Set) Wind Tunnel Testing TAS 108 (Nail -On) Physical Properties TAS 112 • • • • • • • .. • • .. • • • • • .. • • D'fe • 06/i7dd • Dec. n91. Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 Aug. 1994 Sept. 1994 NOA No.: 06- 0711.13 Expiration Date: 11/02/11 Approval Date: 11/02/06 Page 2 of 7 Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -760 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Report Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New • Construction) ❑ Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing TAS 101 • • Aerodynamic Multiplier • 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers • • • Apri1 J,ft• Two Patty Adhesive Set Systerq • • : April .1„99P • • Date Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 sew 199S De®.•f Mark 1992 Mareh 1995 February 1996 •••• Ap41. • • • • • Decenffier 1996 • • • • • • • .. .. .. • • • • • NOA No.: 06- 0711.13 Expiration Date: 11102/11 Approval Date: 11/02/06 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Villa Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (ibf) Length -I (ft) Width -i r (ft). Monier Lifetile Villa Tile 10.4 1.375 •.. • : 1.04. • • • .. Table 2: Aerodynamic Multipliers - X . ft3) .••••• • Tile Profile X (ft) Batten Application •X ft3) • . . Direct �• • • PPI.O n Monier Lifetile Villa Tile 0.267 ...2g9 • • • • • • • • • • • • ▪ •••• • • •..• • Tile Profile Monier Lifetile Villa Tile Table 3: Restoring Moments due to Gravity - MQ (ft-Ibf) • • 3 ":12" 4 ":12" 5 ":12" 6 ":12" Battens 5.57 Direct Deck 6.30 Battens- 5.48 Direct Deck Battens Direct Deck Battens Direct Deck • • • 7 ":12d'Or • greater Battens Direct Deck 6.18 5.37 6.05 5.24 5.90 5.09 5.73 NOA No.: 06- 0711.13 Expiration Date: 11/02/11 Approval Date: 11/02/06 Page4of7 • • Tile Profile Table 4: Attachment Resistance Expressed as for Nall-On Systems Monier Lffotile Villa Tile Fastener Type Direct Deck (min 15/32" plywood) a Moment - Mf (ft-ibf) Direct Deck (min. 19/32" plywood) Battens 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nall 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 2 #8 Screw 25.8 25.8 22.9 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 47.1 47.1 49.1 24.3 24.3 24.2 19.0 19.0 22.1 35.5 35.5 34.8 31.9 31.9 32.2 2 -10d Ring Shank Nails' 43.0 67.5 1 Installation with a 4" tile headlap and fasterners are located a min. of 21" from head of tile. • • • •• • 50.9 • • • •• • • • • • •• Table 5: Attachment Resistance Expressed as a Moment M' jff -ff5f) • for Two Patty Adhesive Set Systems Tile Profit Monier Lifetile Villa Tile Tile Application Adhesive2 2 See manufactures component approval for Installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. AO 1•1 • • Min4aum.Attaciaanent •resistance • • • .... .1 s • • • •••• • • • • • • • •• • ••0S • • • •• • Table 5A: Tile Profile Monier Lifetile Villa Tile Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Application Minimum Attachment Polyfoam PolyProTM Resistance Polyfoam PolyProTM Large paddy placement of 54grams of PolyProTm. Medium •add Iacement of 24 rams of Poi Prom". 86.61' 45.55 NOA No.: 06- 0711.13 Expiration Date: 11/02/11 Approval Date: 11/02/06 Page 5 of 7 • • • •••••• • • • • • • • • • • • • • Table 5B: Attachment Resistance Expressed as a Moment - Mi(ft-110) for Mortar Set Systems Tile Profile Monier Lifetile Villa Tile Tile Application Mortar Set' Attachment Resistance 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". MONIER LIFETILE LLC, VILLA TILE (KATY, TX) LOCATED UNDERNEATH TILE 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 aptfiLRle building code in order to properly evaluate the installation of this sysd . • • • • • • • • • • • .. • •••• • • • • •.•. • • • • • • • • • • • •• • .••• • • NOA No.: 06- 0711.13 Expiration Date: 11/02/11 Approval Date: 11/02/06 Page 6 of 7 PROFILE DRAWING 113!4" '� 1 1,2�. 2 -1/8" 16 -1/2" MONIER LIFETILE VILLA CONCRETE ROOF TILE END OF THIS ACCEPTANCE • • • • • •• • • • • • •• •• • • • • • • . • • • • • • • • •• • • • • •• • • • • • • • •••• • • • • •••• • • • •• • •••• • • • NOA No.: 06- 0711.13 Expiration Date: 11/02/11 Approval Date: 11/02/06 Page 7 of 7 • • • • • • • • • • • • • • • DEC ICCODWA 1 8 2U06 MI MIAMI -DADE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION' NOTICE OF ACCEPTANCE (NOA) . BY: - - - a - - - - -- METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being is The documentation Review Committ Jurisdiction (AHJ). cable rules and regulati 4oveming the use of construction materials. eviewed by the BCCO an I accepted by the Building Code and Product ade County and other ar where allowed by the Authority Having This NOA shall n t b11e 11 rre �e R on date stated below. a BCCO (In Miami Dade County) and/or the AHJ (in areas oth than ` ='e ' e C ty) reserve the right to Aave this product or material tested for quality assurance purposes pry ; or ma e _ fails to perform in a laccepted manner, the manufacturer will incur the expense of such atd a AHJ may immediately revoke Modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revo '`q this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the apl}`cable building code. This product is approved as described herein, and has been design e to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 • • • • • •• • •• • RENEWAL of this NOA shall be considered after a renewal appli *ion has been filed•ah'dt1i'ere had beii no change in the applicable building code negatively affecting the � ce of this produ • . •. • TERMINATION of this NOA will occur after the expiration date a if there has been a, aipn or change in the..:..' materials, use, and/or manufacture of the product or process. Misuse of this NOA as an andoaaement o€any product, for sales, advertising or any other purposes shall automatically terminate this N(. :F4ilure to comply with any section of this NOA shall be cause for termination and renjoyal of NOA. • • • • • .• • • .••• • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, xloriaa, and %ilowed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,•tIien it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the kt. er by the manufacturer or its distributors and shall be available for inspection at the job site at the request of tl. a Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 thronih 7 The submitted documentation was reviewed by JRrge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 • r ROOFING ASSEMBLY Category: Sub Category: Materials: APPROVAL: Roofing Roof tile adhesive Polyurethane • SCOPE: This approves Polypra® A11160 as manufactured by Polyfo� $oducts, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the desigrii=irressure requirements, as determined by applicable building code, does not exceed the design pressure v 1 .es obtained by calculations in compliance with Roofing Application Standard RAS 127, for u. a with approved flat, low, and high profile roof tiles system using Polypro® All 160. Where the tchment calculations are done as a moment based system for single patty placement, and as an upli based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Polypro® AH160 Dimensions Test Specifications N/A TAS 101 Foamprott4 RTF1000 N/A ProPack® 30 & 100 N/A PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile list moment resistance values with the use of Polypro AH160 PHYSICAL PROPERTIES: Property, Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description fivi o component polyurethane foam hesive spenstng Equipment 9ispensing Equipment • • • • • embly having a current kOA thick • fltile adhesive. 1.61bs.4fL3 • • •• • •••• • • • • •••• • Resultt • •• • • • • • • • 18 PSI ara11el to rise • 12 PSI 'erpendicular to rise • • • 28 PSI 'Parallel to rise 0.08 L 'ta.%Ft2 3.1 Pe n I Inch +0.07° ''Volume Change @ -40° F., 2 weeks +6.0% flume Change @158°F., 100% Humidi, 2 weeks 86% •• • •. • • •• • • •••• • • •••• •••• • • • •• • Note: The physical properties listed above are presented as ical average values as determined by accepted ASTM test methods and are subject to n4rnal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 • • • • • • • • • • • • • • • • EVIDENCE SUBMITTED: Test Agency Test Identifier Center for Applied Engineering #94 -060 257818 -1PA 25- 7438 -3 25-74384 25- 7438 -7 25 -7492 Miles Laboratories NB- 589 -631 Polymers Division 41,est Name/Report Date TAS 101 04/08/94 TAS 101 12/16/96 SSTD 11 -93 10/25/95 SSTD 11 -93 11/02/95 SSTD 11 -93 12/12/95 44.STM D 1623 02/01/94 • • • Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01 -6739 -062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -101 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 LIMITATIONS: • • • • • • • • • •••• • • . ... • • • • . • • • .. .... .. • • 1. Fire classification is not part of this acceptance. Refer to th M prepared Roof Tilt Mt®mbly for fire rating. .... • • 2. Polypro® AI-1160 shall solely be used with flat, low, & hi g file profiles. • • .. • .... • • • • • • 3. Minimum underlayment shall be in compliance with the Rc}0ng Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of?Pplypro® A11160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures;acquiring acceptance for the use o HANOI-STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 jth section 10.4 as modified herein. rFt w F' =`2` MS NOA No.: 06-0201.02 Expiration Date: 0S /10/11 Approval Date: 04 /13/06 Page 3 of 7 • • • • • INSTALLATION: 1. Polypro® AH160 miry be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® A11160. 2. Polypro® AH160 shall be applied in compliance with the ( Fomponent Application section and the corresponding Placement Details noted herein. The roof i��Ile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attacl4.i ent resistance, expressed as an uplift based system, to meet or exceed the uplift resistance dehned in compliance with Miami-Dade County Roofing Application Standards RAS 127. The ad besive attachment data is noted in the roof 3. Polypro® AH160 roof tile adhesive and its components s all be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Plucts, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list cfapproved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is - ;'' : before application of any adhesive. The mix ratio between the "A" component and the "B" neat shall be maintained between 1.0- tile assembly NOA 6. 7. 8. 9. 1.D (A): 1.0 (B). The dispense timer shall be set to deliv '' 0 0.0175 to 0.15 pounds per tile as Table 1: Adhesive Placement For Ea 1 Generic T Tile Profile P Placement S Singl s p paddy T Two 1'.tddy Weight Flat, Low, High Profiles # #1 • High Profile (2 Piece # #1 1 17 /side . a cap and : : Nf4 • •••. LABELING: All Polypro® AH160 containers shall comply with the Starldard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code ta order to properly evaluate the installation of this system. • • • • • • NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 4 of 7 ADHESIVE PLACEMENT ETAIL 1 SINGLE PATTY! NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 • • • • • • • ADHESIVE PLACEMENT OETAIL 2 SINGLE PATTY Nall through plastic cement u Tin. Eave Course !X.Fasda Ewe Closure • • • ▪ • • •• • •• • • • • • •• • •• • • • • •••• • • • • •• • • • • • • •• •• •• • • • • • ••••• • • • • • • • • • • •••• • • • • •••• • • • • • •• • •••• • • • • • •• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 6 of 7 ADHESIVE PLACEMEIVIT DETAIL 3 DOUBLE PATTI Single paddy under tile Single paddy between Se 21n. x 71a. median size paddy save �.... caase only END OF THIS ACCE14ANCE • • ••••••• • • • • • • • •• • •• • • • • • • •••••• • •• • • • • •••• • • • • • • •••• • ••••• • • •• • • • • • • •• •• •. • • • • • • • • • • •••• • • • • •••• • • • • • •• • •••• • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 Miami Shores Village Building Department 10050 N.E.2nd Avenue< Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0 Job Name Date BUILDING CRITIQUE SHEET ir/(e/g., Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 1430 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #; c - 10 DATE: ■ 1/M) _S I, IiContractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: 2 'O Mc 4/( ov 14-)1C�. From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. h Acknowledged by: \(.. ����'� III { {{ PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL(W)