Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
ROOFING
• 42 GL OCT 1 2 2005 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date M1105 Type insp'n vet f TINA COP Permit No. SP2.605 1188 Name " U 1.0\S\ (,\ d� �" Address e l - b/3 c"1 5 Company O Q.MLACXY1 r Rtly Phone # ;71� 51' " 12 Inspection Date IO( ti Approved Correction Re- Insp'n Fee Date «14 05 Type Insp'n 1 Q M TiOg't'_/S Permit No. 131 2L05 - 1( % Name tiara Address C t i i) Company (a" Phone # 361 q51 'N120 Inspection Date Approved Correction Re- Insp'n Fee • Z41 NOV 0 8 2005 MIA SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request • 4.294 OCT 13 2005 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date' O t Type Insp'n Permit No. 8 Phone # Inspection Date Approved Correction Re- Insp'n Fee P05 / tEK Name VbY r Address `�/ 3O w ' � Compan �.�;' / il..-C�' 1 KATIE 305 - 759 -2612 Passed O Inspector Comments S 2 A ca Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Number: INSP -3296 Inspection Date: 12/20/2005 Inspector: Grande, Claudio Owner: WEINSTEIN, ALICE Job Address: 930 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building Department Comments • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone 305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: 13P2005 1188 Permit Type: Imported Permit Inspection Type: Final Roof Work Classification: <NONE> Phone Number Parcel Number 1132060143390 Lot: Phone: 305- 757 -2612 Monday, December 19, 2005 Page 1 r Sketch of Roof Job c1,3© N 6 t 5Et"C Sheet Number 2-of Z Contractor ter - Ot71? - P - 0-ec 04 Checked 'B By Scale Notes: Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 26 47Yln 51 76 r_ 2 27 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 3 56 81 7 32 / 57 82 8 33 r 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 *' • SITE SPECIFIC INFORMATION Owner's Name tJ 4 i e �J Job Address c i �-�� 6 1 4 1 ST 1.4 { A 341 5i Roofing Contractor 0 Q - 0 F 1 N 4► L� Type of Tile: �,;3 tc - ti- Approximate Roof Height: 1L feet Type of Access to Roof: Scaffolds ` Ladder Approximate Square Footage of Roof: 3 ( I Q O ft Required Testin Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested. 4 "DS IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REPORT SUBMITTED BY: Lab Certification # 98- 0608.04 U.S. SOUTH Engineering & Testing Lab., Inc. P.E. State of FL Certificate Authorization # 4100 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 - 3tc-- f z. ,,oy- TEST RESULTS P = PASS, F = FAIL Project No 6 6 2 f Permit # 5 P 20-etS- t 188 Date Installed: 11'LV Roof Pitch: ` ) Other Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/11/2005 Applicant: ALICE Owner: WEINSTEIN JOB ADDRESS: 930 NE 99 Contractor OBENOUR ROOFING SHEET METAL & SUPRLtirett3dtdQ's Address: 9301 NE 6 AVE SUITE A -101 Local Phone: 305 - 757 -2612 Parcel # 1132060143390 Signed: (Contractor or Builder) Building Permit Permit Number: BP2005 -1188 WEINSTEIN ALICE ST Page 1 of 1 Legal Description: 5-6 53 42 MIAMI SHORES SEC 3 PB 10 -37 LOT 8 & E1/2 LOT 9 BLK 80 LOT SIZE 75 X Fees: FEE2005 -11058 FEE2005 -11059 FEE2005 -11060 FEE2005 -11061 FEE2005 -11062 FEE2005 -11063 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Submittal Fee Total Fees: Amount $325.00 $9.60 $3.20 $8.20 $3.00 ($50.00) $299.00 Total Fees: $299.00 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 2/6/2006 Construction Value: $15,900.00 Work: RE -ROOF ENTIRE, INTALL MONIER LIFE TILE VANGUARD ROOF COLOR THRU TILE AUG 1 9 PAID Signed: - (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. BY: BUILDING PERMIT APPLICATION FBC 2001 Qualifier j 4 UGC c) State Certificate or Registration No. COD/ f f 30 G $ Value of Work For this Permit l 6 '9 G G Type of Work: ['Addition Submittal Fee $ a) Total Fee Now Due $ (Continued on opposite side) 2J3q. CD Miami Shores Village Building Department 10050 N.E nd Avenue, Miami Shores, Florida 33138 Permit Fee $ Tel: Permit Type (circle): Building Electrical Plumbing Mechanical Roofing a Owner's Name (Fee Simple Titleholder)! f e e ��ff"1 s'� e Owner's Address q 30 (. qe3 Job Address (where the work is being done) 9 3 A) ' £ 7 3 Is Building Historically Designated YES NO l� A £OIY Notary $ Training /Education Fee $ 3 2 - 0 6.8972 Permit No. BPO5 1 1 68 aster Permit No. Phone # City/4f / u i Si o r e s State Fr Zip 33 3 d Tenant/Lessee Name Phone # City Miami Shores Village County Miami- ade Zip 33/ 3(j Contractor's Company Name t ?lam �°/l i our �� G �t Phone # �✓' bs 7s -� 61 Contractor's Address 9,20/ ,t> 6 ,--p , /a/ Cit /4% ,lki , J)1 r C 5 State F( Zip --313 !� Architect /Engineer's Name (if applicable) Phone # Certificate of Competency No. C6O0015 CT Square Footage Of Work: .3/ D a Alteration [New Repair /Replace ❑ Demolition Describe Work: e r6G 0. 1,co i i.$i [ I k - c-- kA, qv e / < Col p.- — C _k - fit 42- * * * * * * * * * * * * * * * * * * * * * * * * * * *F * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Technology Fee $ 8 . zo CCF $ C l • CO /CC "—• Scanning $ 3 •0t7 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City tate 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: 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The fore Ding instrument was acknowledged before me this day o, �, , 20CS , by C )r c ( who personally known to me or who has produced NOTARY/PUBLIC: Sign: "etc -At Print: 4,. :4 iY q rij My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 As identification and who did take an oath. *** * ** * ** ** **** * * *** ** * ** *** * Zip Contractor The foregoing instrument was acknowledged before me this ' day of ,20 r C')'C.'3c'1- who is personally � o me or who has produced as identification and who did take an oath. NOTARY PUBLI f � t '` S 4' 'ln xl 5 • �u :dl a i � a il *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning i Low Slope Application Prescriptive BUR -RAS 150 Asphaltic Shingles Concrete or Clay Tile Metal Roofs Wood Shingles and Shakes Other Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Apolication Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM. AND ATTACH THE REQUIRED DOCUMENTS AS NOTED 13ELOW: Roof System Required Sections of the Attachments Required Permit A..lication Form See List Below A,B,C 1,2,3,4,5,6,7 A,B,D A,B,D,E A,B,D ATTACHMENTS REQUIRED: Fire Directory Listing Page From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 Other Com.onent Natice.otAc - • anct?S Munici•al Permit A 4• Iic"iQh; • • • Owners •Ccntittrations ••• • An Re.uired Roof Testin• /Calculation ocumen Documentation ofin• Onl • • . •.. • • . • . .• • .••. • • • • • • • • • • • ... .. •• ..•• ... • 1 . . • • oil* : • • 91 ... • • . • • :. • • • • • ... ... • • • ••• • • , 5, 6, 1,2,4,5,6,7 1 .2.3.4.5,6, 7 1 , 2 , 3 ,4,5,6,7 1,2,4 1,2,3,4,5,6, Master Permit No. Contractor's Name Job Address ❑ Low Slope 0 Mechanically Fastened Tile Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes Shingles Are there ❑ Prescriptive BUR -RAS 150 Gas Vent Stacks? Yes ❑ No ❑ ROOF YPE Type: Natural ❑ LPGX ❑ ❑ New Roof be- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) �( D$ 3 (0g Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General information) Pr ss No. (J� EE\ Dv i n9 q6 U q,s9 �T ROOF CATEGORY 23_01 -48 5/03 PAGE 2 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. C � _ 1111111111111110113 C °C - __ - CC�_ __ 1111111171 C - 111111111 •I II i! CC - lilt 1110 I • • • • • • • • • • • • • ••• • • • 0 •• • • Roof System Manufacturer: rn 'WI e(14 -e...--1 -ce Notice of Acceptance Number: V 2 1)-.0 ' D Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 7 yf P2: ()?. 77 P3: 2), 77 Maximum Design Pressure `` (From the NOA Specific System):_ `1S.1 Method of tile attachment: A 1 It p VI ei--C' D amt Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. J Roof Slope: : 12 Ridge Vent' ation? Section D (Steep Sloped Roof System) Steep Sloped Roof System Descriation Deck Type: L000a_ Mean Roof Height: 1 ype Underlayment: Insulation: Fire Barrier: • • .. .. ... • • • • • • • • • • .... ... • .... • • • • .... • • • . . . ... .. .... .. • astener Type & Spacing: dhesive Type: ype Cap Shee : .... . • • .. • • • • .. T . . • • .. .... ......1 • .. ..... • opf Covering: Type&SizeDrip Gc9oe Edge: 9- tF 11qh4t4- ZGTa, q Air . . •••••• • • •••• • • .... .... • • .... • 23_01 -48 5/03 PAGE 5 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. I Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M the values from M f . lithe Mr 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" (Pr: '' z A ry 14 ,1f ) - fs M . = mrt � - NOA MI (P2. O. x a, ')4 = .10 7 ) - Mg: . 5& _ mo , 77 NOA hi (P3. x A • J- =)110i ) - Mg: = M.3 .22. 7 7 NOA 11. Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M) From Table Below NOA 11� M Required Moment Resistance* Moan Roof Height - Roof Slope ( 15' 20' 25' 30' 40' 2:12 3:12 4:12 6:12 7:12 34.4 32.2 30.4 28A 26.4 24.4 36.5 34.4 32.2 30.1 28.0 25.9 38.2 36.0 33.8 31.6 29.4 27.1 39.7 37.4 35.1 32.8 30.5 28.2 42.2 39.8 37.3 9 32.4 30.0 *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 xI: = z w:= ) -W: x cos 0: = F (P x1• = x w: = • ) -W cos 0: = F (P3: 1 C = z w:_-W: COS 0: = Frs: Description Design Pressure P 1 or P2 or P3 Mean Roof Heil Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Requited Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Where to Obtain Information Symbol H 9 M •. .M. • • � F. • • • .4I W Average Tile Weight Tile Dimensions 1= length • * width • All calculations must be submitte2 i tha,Buclding i ial it the time offermit:ipplication. Where to find RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Job Site Job Site NOA NOA NOA. • • • : akaatid : ealcdlated • • NOA NOA ••• • • • • • • • •. • • • • • • • • ••• • • • • • • • • ••• • • • • • • • •• • • • ••• • • • • • • • .• •. • • • •• VI • • • • ••• • • NOA F' NOA F' NOA F' ax15.1i Ir&LOC/TY ITURRIa411U i - ItlaQVXR44-E) Qw4uv...a AQT1r7.:CATIC-Ili c.)1( aborIlw CQ1140IDUZATIO4 1 :C411 - 11r4 co hi ,-.3 :J4::: it- ia t..--h- re-aporlibiliL:y ot c14 voofilicil c to prcP t c./D4Ir w:i.c. c.4‘;-- pr .lAi_r4 rootin9 aam , z - -.11c1 o .N Vr.0 Eli. owl et:47. o olatr Ac of ch2_2 ,a-ol-,. Th4 Plo:c_io ,t111c:ting 9ovct-rm ..11- mirlimum -1 ; :, i - Ir.,5 -and ' clf Lhc indUaLry fQ47. rooting il\---4'm illcall'acion43. Adaitional L)-;Er: followino itni 6) he '..ddr4ITa„a 4.3 p „,,, ot cTI.L. -a,9-1:.,,.m. Qz4c.wc.n ckl c alld ch ::cci-4-,,o-cor. Th4 OWT},77.X"'ij lnici41 ill cl)c: d.1-4nicjnacl insiic tlIcic che ic-ril 'rtaa 1:v.e/1 ctxpla1he,.a. .. ;Latbe.cicw-wa.7..-kwa.Llahip; Thcz wrkri).5.1-1,-.5hic, pcova:Jionr; of. C 1-14per I.5 itiah V:locil.:.y HuT;c1Q Zorle) i't for th. pl,:cpoae of providi4 chat ch raot:irl,D f:.-,m M4q ckle wind 2 : .- 1Eanc'e :axid s,--Lr inl.:_ruicln jp,ox,FQX-11,Anc4,i t,i.irld.;i.rci. .A.LIC.1"1ti (appinca) cone ,..j..11 rap4ctlo_ Qo wQrkmansh:i.p prov121Q1,..a. Ae4L-tlilr.,_ •i• '61.1(11 zia color or arcb4.c,.tc:zural - zpplirnca. r.1 1 ocic par: olf .ha os,11r aric, che co-;-Irraccor. 2041ing coci, irlould bt t , -,d_drecii6d 4f part of t'll agreeme...r1c Eecii,c1;111 WQ9d DI:LckA; WLl rplac.in9 roofiIly tilf71 wx:tino•wod ro,lt haw: co in accordo.cnoe wich che c-ur,-ent 1 of ( .?...4.2,16 . (H49h. VeIocicy Hurrio.a.xia Zone2) of the. (T4 tiyaV root d4ck u,,,a1411y oonc;ealed prior. t.o 1,- moving the exas:u.n9 rocjf coR14.913. Roofmi Common roof a are tlio15 no vi5ibic (i.a., ccwil1loU4a, condomintuma, In buiIdin9 wic)i Qtr commor, ro9f:3, Lhe roofin2 contrarzqz-oT and/of • • • ahould notl.fy the occuparit$ of adjacent unic. of roofing work :T.o be parformad. 4, XxpoaQd coili413-#4 Rxpogil, opo:bn Az,em celling rirt where rha tirldraido of c.he•.coof cl.,..,cking cAn t viewed - irorn b6low. Tha' Qvnr clay w co maincal 1;:ri -...echi.c.cL:u_ra.1 appear411Qei c-ba:ref.-:).r. rc.)ofing nail pri*itracioniJ at 4. undere4ld of tl-I d4okx'Alg ro4y UDE 1-.4 acCainablE:. The, providee c.ha OpZi011 Of MaiACano-oflhla appaararice. . PoudiLtg WacQr; T11::: current roof ,:,,y4m andfor deck of che bul_idin9 may no drain wall and may Qaukle wac.e2: '.9 PQnn (accu mnlatft) in low lyj.9 areaa of Lhe roof. Ponding Q.al 1) (... a_n i ndication. of Etructuraa dietfeaa and may rtcTuire cl cv of a protelllsonal atrucLural engineer. PcilldlnQ may Enorcea che fl ilia expectan.cy and parfarmanoe df t7,,Fv aw roofina ay5tem. Ponding c.DrldiC:i.Qnks may not he evicleat utull oorrected. c.he 01714.inid rocDflAg Liiyciam Is remowt.d. Pondih9 condit'on.Q lould ba 6, Oy*r410ur ck41:11;h6iX-41 (11 out1t4z4); IC ia raqulrad tilac 47:inwatef flow off ao c.h;ic ebci ;c :i.i hc.. ovrloadod from a buildup of wecer. terimec.wedga wcAlla Q17 other roof excenaiidt2 iriy block chi$' diaonar9i ii overflow aeuppere Niall outletz) are not providtd, lc may be . neceaary r.o inatali ovezflow aouppara in accordance with,che requiremenfa Qii "/ Vi:03i1aLioar 1 1041.. r0Of i“:r.10C01-ctii tlOtAld 1-14Nr cpm-t 4bil:Lcy co ■,..1-1t: n4cural a.irflow thr c11.. incorior of C1-1 4truot1.1r41 4c5aembly (c-hit b1141d" ' Ti )':1#44,1-/‘/' 4maLI V.°: :Ace& vrit..il4v4orl anal). Aol; be 1:cilld. It maY )1* bllific7:41..4-75•caln:al*, rdtlitional vatirlg .whloh C ilict r Q 4 4 4 -t in eand1,419. c..110,eatleti:a•0 .&. _ - '••••- •• ••• • • --- . / 4-0 '4.41110:-:a111-1.41,1 ava. • • • 00 • • • • • • ••• • • ,.,4i g' .40 r 1 a•$:_g cura • • *. : • •• • - • - • •• • • • : • • • • • • • 1- • - • • • • • • • • • • • • • • • • • • • • • • • 1• •l • • • 4,_ 1 • •. •411 • 1•• • • • • • • • • FEB 05 2003 09:50,. FR BRHDCO TILE CNTR MI AMIOAI BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifctile, LLC 135 NW 20`" Street Boca Raton, FL 33431 43515 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 Mimi -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 (AF1J). This NOA shall not be valid aver 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 Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Villa, Roll, and Capri Concrete Roof Tile ]LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors And shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was rey,itw ,b% Frank Ztt,)ogba,J .RC • • • • • • • • • • • • •• ••• •• • • • •• • • •• • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • .. • • • • • • • • • . ••• • • • • .. • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TO 13057599494 NOA No,: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 1 of 7 P.01 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAOLER BUi1,OiNG 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) .375.2901 FAX (305) 375.2908 FEB 05 2003 09:51. FR BRADCO TILE CH 43515 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Material: 1. SCOPE This renews a system using Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC 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 1.AS 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 Applicant Dimensions Monier Lifetile LLC . 1 = 16V" Villa & Roll w d 13" /:" thick Monier Lifeitilc LLC Capri Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agcnev Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engi...c:ing, .Inc. �t t.o Low Profile Roofing Tiles Concrete L = 17" W= 12 ' /," /A" thick 1 = varies w a varies varying thickness Test Identifier Test Name/Report Rale 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) 7161.03 Wind Tunnel Testing Dec. 1991 Appendi 11 PA 108 (Nail -On) PO402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails • • • 9d'dG� • • • 5tatic Uplift Testing March, 1994 • •'A 101 (Adhesive Sct) • • • ••ttatio Uplift Testing May 1994 PA 101 (Mortar Sct) • • • • • • •. 94.4$4•• • • • • • • • • • • • • • ••• • Test Specifications PA 112 PA 112 ('A 112 • • •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • . .. • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •. • • • • •• • . 000 • • • ••• • • TO 13057588484 F.02 Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roil ribs. For direct deck or battened nail -on, mortar or adhesive set applications. 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 roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. NOA No.: 024205.05 Expiration Date: 12116/01 Approval Date: 01/02/03 Page 2of7 • FEB . 05 2003 09:51, FP BRADCO 'TILE CNTR Test Agency Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Ccnter for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Enginccring, 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 Test Name/Report P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 25- 7094 -1 25-7094-7 25- 7094 -4 Project No. 307025 Test #MDC -761 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 X3515 EvafuatiohC:Idilattant ;"flt'U•Patty Adhesive Set System • • •• • • • • • • • • • ••• • • • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 41 • • • • • • • 4110 • • • 00 • • TO 13 057588484 Wind Tunnel Testing PA 108 (Mortar Set) Wind Tunnel Testing PA 108 (Nail -On) Physical Properties PA 112 Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction)[? Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover /Reroo f) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Scrcw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Datc July 1994 Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1995 Dcc. 1998 March 1999 March 1995 February 1996 April 1996 December 1996 April 1999 April 1999 NOA No,: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 3of7 P.03 Table 3: Restoring Moments due to Gravit - M (ft -Ibf� 6 ":12" Tile Profile 3 " :12" T 4 " :12" 5 " :12" 7 ":12" greater Battens or Direct Deck Monier Lifetile Villa, Roll, and Ca ri Tite Battens Direct Deck 1 6.30 Battens Direct Deck Battens Direct Deck _ Battens I Direct 1 Deck 5 5 45 8 6.18 5.37 6.05 5.24 I 5.90 5.09 5.73 Table 2: Aerod namic Multipliers - (ft'� Tile i t ( A. (ft 3 ) Profile Batte Applicatio Direct Deck Application Monier Lifetile Villa, Roll and Capri Tile 0.267 0.289 F,EB 05 2003,09:52 FR BRADCO TILE CNTR 43515 3. LIMITATIONS 4. INSTALLATION 4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, R.AS 119, and RAS 120. 4.2 Data For Attachment Calculations 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 tivith TAS 112, appendix 'A'. Such testing shall be submitted to the Building Codc 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 undcrlaymcnt material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable., building code. Tile Profile Monier Lifetile Villa and Roll Tile Monier Lifetile Capri Tito__ Table 1: Average Weight (W) and Dimensions (I x w ) Weight -W (Ibf) 9.1 9.51 •• ••• • • • • • . • • • • • • • • •• ••• •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • ••• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Length -I (ft) Width -w (ft) 1,33 1,42 TO 13057588484 P.04 1,08 1.03 NOA No. 02- 1205.05 Expiration Dale: 12/16/07 Approval Date: 01/42'03 Page 4 of Table 4: Attachrnent Resistance Expressed as a Moment - M, (ft-Ibf) for Nail-On Systems Tile Profile Fastener Type 2 -10d Rim/Shank Nails Direct Deck (min 15/32" plywood) _27.8 Direct Deck (min. 19/32" plywood) 37,4 Battens 28.8 Monier Lifetile Villa, Roll, and Capri Tile 1 -10d Smooth or Screw Shank Nail 8.8 11,8 ._ 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 _ 7,1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47,1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 19.0 24,2 _, 22.1 1 -10d Smooth or Screw Shank Nail (Eave Clip/ 19.0 2 -10d Smooth or Screw Shank Nails (Field Clip) _ T 35.5 35.5 _ 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -104 Ring Shank Nails 43.0 67,5 50.9 are located a ruin. cif 2Y" from head of tile. 1 installation with a 4' tile headed and fastemers FEF; 05 2003 09:52 FR BRADCO TILE CNTR 43515 • Table 5: Attachment Resistance Expressed as a Moment M (ft - lbf) for Two Pates Adhesive Set ystems Tile Application Tile Profile Monier Lifetile Villa, Roll, and Capri Tile Adhesive 2 See manufactures component aperoval for installation re.uirEments, r3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polvfoam Product, InC. Average weigh) per patty 6 grams. _ Table 5A: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Profile Polyfoamn PalyPromi Monier Lifetile Villa Roll, and Capri Tile_ PolyProrm 4 Large paddy placement of 54grams of PolyPro TM'. 5 Medium pad��lacement of 24 rams of PolyPro^". • • 000 • • • • • • • • •• •• • • • • • • •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • 4100 • • • • 000 • • • • • • • • • • • • ••• • • • • • • • • • • •• •• • • • •• •• 00* • • • 0 • • TO 13057588484 Minimum Attachment Resistance 26.1' Minimum Attachment Resistance 86.61 45.5' NOA No.r 02- 1205.05 Expiration Date: 1Z/16/07 Approval Date: 01/02/03 Page 5 of P.05 F,EB 05 2003 ; 53 FR E TILE CNTR 43515 Table 5B: Attachment Resistance Expressed as a Moment - M,(ft -lbf) for Mortar Set Systems Tile Tile Attachment _ Profile __ Application Resistance Monier Lifetile villa, Roll, and Mortar Set 20.60 Capri Tile 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 ". 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 Arty other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS MONIER LIFETILE VILLA CONCRETE ROOF TILE .• ••• • • • • • •• • • • • • • • . • ••• • • • • • •• TO 13057583404 P.06 • • • • ••• • • • • • • NOA No.: 02- 1205.45 . . . . • • • • • . • • • • • • • • • Expiration Date: 12/16/07 ••• Approval Dates 01/02/03 Page 6 6(7 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • ,FE 05 2003 09:53 FR ERHDCO TILE CNTR 43515 MONIER LIFETILE. ROLL CONCRETE ROOF TILE MONIER LIFETILE CAPRI CONCRETE ROOF TILE •. .•• • • • • • •• • • •• • • • • • ENp O C iisACCMdlucE •• ••• •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • ••• • • • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TO 13057588484 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 7 of 7 F. * : TOTAL PHGE . L1? : +:>F: 1 :r. V rl•-• IQ CJ • • .• r 1' L I' P1 J.' •-'J r V ! 1 L 1 NI I A N1 t•OAL7E • r L aNTR.0 N QT ICr ...OF .-�CCE>�T Nr_r Pnlyf(l:trn Products, Inc. 2400 Spring- Stucbner Road Spring ,TX 77383 -1132 Your application for Notice or Acceptance NOA) of: Two Component Polyurcthenc Form AUhcsivc under Chapter 8 or the Code ofMiami -Dade County governing the use of Alternate Materials and Typos or Construction. and completely described herein, has been recommended for acce.pcance by the Miami -Dads: County Building Code Compliance Office (BCCtD) under the conditions specified herein. nit; •OA shall not be valid after the expiration date stated bellow. BCCO rese.rvles the right to secure this product or material 3I any time from n jobsite or manufacturer'? plant for quality control testing, If this product or material tails to perr'orm in the approved manner, BCCO may revoke, modify, or suspend the 1,(5e of such product ar material immediately. BCCO reserves the right to revoke this approval, it it is determined by BCCD that this pruduc: or material fails to meet the rccltrircmcnts of the South Florida I3aildint; Codc. The expense ofsuc;l testing will bo incurred by the manuf.acturcr. ACCEPTANCE NO.: 0t -1*152 1.62 EXPIRES: 0Sitni2066 Raul Rodriguez Cll■ef.Product Conirol Division TI•trS TS Ti IF, COVERSI1EF.T, 51 ADDITIONAL PAGr.S FOR SPECIFIC AND GCN X.RAL CQNPITJONS BUILDING COT)li & PRODUCT R1?vl'EWv CO NINIITTEE This application for Product Approval has been reviewed by the BCCO and approved by tho Building Code and Product Review Committee to be us,:d in Miami -Dade County, Florida under the conditions set forth above. APt 0f/1 4/20f11 • • • • • • • • • •• ••• •• • • • •• '• tr4454001 \pe7l)001kw erstsiwtltica lCCe at CC cover p�r • • • • • • • • • • • • • • • • • • • II%itMCA inftil address: p nstmflSterihlluill ':occnirebnlute.cuin•. • l- 7001 • „; • : yr t( p:; lwww .l)uiitlingeatltOrttine.COil1 . ••• • • • • •• ••• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • • • • • • ••• V V V 4 1 J L 1 V J V J 1 J' -1 1-• •"■ :.11.011 -O.1DE C0U`JTY. FLORIDA METRO -DAI)E FLAG BUILDING 9ULLDING COnE COMPLIANCE OFFICE NICTi.D- O:'D(" FLAct_C9. eL 'lr.DtNfl Ilan WI ST r s'rt T,.SUITI? 16071 M l rth(t, 71.01t117/1 :1130 id) (:(15) )75 -290 I FAN (105) 315 - :19(114 • • • • • • •• • • 1J 1 c:;lrJ ru:�c-r'0It I.tr..NSINC: SI'.r'I'l >N (305) )/S.:127 (3051) 55N L't1N'I'(t.tCl'(31t I':NVORCotV.N 1' DIVISION (10;) 375 -2V46 1:.1 \ (305) )71- )wi I'IL( DVC I' CONTROL DIVISION ( ),uSl )75.2'101 F1 +\ 0051)7:1.0)1 I=ranciscn J. Ouint:na. Director bl ian11 - t3 :tcle County lluil(lint; Code Coltrpliancc Office Pnt.vfuArn Products. Inc. ACCEPTANCE No.. 01- 0521.02 Roorr1NG ASSE!vlt3LY APt'Ro \A Cate rte': Roofing Suh- Catcenry: Roof Tile Adllcsivi.; Mat r r':ris: Pnlyurtahnnc L SCOPE This approves I'olyproO A.11l60 us manutitcttired by Poly foam Pruducts, Inc. as described in Section 2 or this Notice ot' Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in oomph with Rooting Application Standard RAS 127, for use with approved flat, tow, and high profile roof tiles system using Pnlypro070 AN 16Q. Where the attachment czlculatioas are done as a moment based system for single patty placement, and ns an uplift basec1 system tut doable patty systems 2. PRODUCT DESCRIPTION Manufactured by Aiplicant Polyproa AH160 . PoamproOb 1271 ProPackdD 30 Se 100 Dimensions N/A N! /A 2.2 Typical Physical Properties: ?ni Test Density ASTM D :622 Compressive ASTM D (621 Strength Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor ASTM E 96 Transmission Ditrensiono( ASTM D 2126 Stability Te c y rlpscilie tiArts PA 101 I.6 11lsJft. 18 PSI Parallel to rise 12 PST Perpeneicu(nr to rise 28 PSI Parallel to rise 0.08 1,bs./rt 3. Perm / loch Approval Date:.Jont 19 2na1 I .\piratitm Datc: Mav 10, 2006 Product PsSCriatiait Two eonlp poiyuretnenc Dispensin; Equipment N/A Dispensing Equipment 24 Components or product: manuftcturcd by others: Any Miarni - Dada County Product Control Acceptc Itao( file A scmbty Itavinb a current NOA which list uplift resistance values with the use of Potypro A11160 roof tile adhasiv_. RCM (15 - 1 , 0,07% Volunne ChanSe cif -40 r' 2 weals 4.6.0% VrI(u!ite CI!,i11 e ri t c f [tnnidity. 2 week; I ra!1k Zuloabn, P. RC Product Control Examiner Pu f.r.am Products, Inc. 4.3 Tiles must be adhered in rreshly applied adhesrvc Tile nt.rst be set within 2 to 3 minutes alter 15 olyprot� AF1160 has beer, dispens.cd. 4.9 Polypro ,A)-1 ! 60 placement and minimum patty w.ei , hr the 'Placement Details' herein. ic , , �b hall be in actordanc. with noted acrcin. �� ncriC tile prolilt requires the s pecific placement l nbtr 1 ; ACJICSrvt ('Li -- Cerrt�;t I or`t? ; tc t •ncr•ic � 'ilc 1'r tilt 7 I ilcl'rOfilr !'lacentcuf ..___. . . --------t – _ �� Sink 3 u��y ��'rigl;t i`Irt !'wo !uiJdy �Nc� L)c f A.1ir;u(granrs) 1714t, Low F•li h Prefilc per paddy Mill. ft ( 1 runs) � alt Prolire (2 Piece Barret) 33 N IA 17/Jitie an card n rid iti /.� lPlat L Uw Cl t� �ipClc -- _— , .—.- r �.. �Fl , 4 LACIELIIsiC M .Colypro :SH160 containers shall Comply with the Standard Conditions listed herein. 6 . BUILDING PERMIT' RC.QUiREMENTS 6.1 As required by the Fiuitdin properly evaluate the installation` Official or applicabl S S system Ctuilding ;ode in order to VSiCnI •• ••• • • • • • •• • • • • • • • • • •• ••• •• •• • • •• • • • • • • • • • • a ••• • • • • • •• ••• • • • • • • • • • •• • • • • • • • • • • • • •: • • • ••• • • ••• ACCEPTANCE No. _ 01 • • • • • • ••• •• •• • • • ••• uloa;:t, RAC 7'rbdkr Control F:'xa_ntirrer • • • • •• • • • Na tun! blunm Nr�duCf nc. NI) Lnr1L'lA p11111C Ocmtnl Pid O 4A- ar l•.1 d11.1a1 t1..:1rna `1h IS VV1/ 1114: Xt./ 7!'1,110" 1 DDlat.4 4an %aeiAOlea ACCEFTA SCE No. , 0 -OS31. 2 A 01 [L S1 \'E PLACEMENT [)t 1 S C'; TTI( 0 '.� rA1,d1 141 C.uIal Ynl r ituD17Ae11A ]rain A, t1,1115(0 11� 4 10141■1r/ - harllktlennniel i7.1 Claws • • 41 . • • • • • • • .• . ••• • • • • • 0 • • •) • • . • ••• • • ( •• • • • • • • • • N.11 INiuph 51i11Ic ttNe �_ r \ Vh:1,Ila � \ 1 `� 1 , i8dnli:n (¢1( rMN1i -N,N 17 IA. a 1n Rohr t4 patign clI. 11.. carte mat wo, Ate! LI I1 /11, 11 a11 UW. (Alan alra Ind o1 1a Ansi:VYt1 tbl 1M f 11.n aro fn. • • • • f1+lCaet. — £1, :c,nt Doti ltaap Od1rt... Ipprst I In, Ld hen .1eplots C1.1 tIYYaY trAlghcil Frr_L Iaa41 thr%Al • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • 00 • . • • • • • • • 00 • • • 41 • • Not NItil! vs. • • • •a Prank �cIlolb-. RRC ... i'r;luct Cc5u[fitl Es- "ruin :r • • • • • • • • • • • • • • • •• • • • • • • 11pl ltr11,11. et idneII'r1Dic11.•, r1111 2) Pc } c 1 I d111/a In “4 1a : tlk 11 11 DI 4444rM1 1414 1i11eY�A 4:414e4m001f f 1 . !kin mad Yp' dn.rn, r•I.c ACeleMl in III \\ I l91 ,+•fly t l.. aila11.1g111 ct.ri " \•:.. . ~ Skld.nt •• :•1 V `.' .1 1 G Este C;u st UO • f PAI aartl toa>.lrts. Jnc. n7) IAruvOn plash; eeMen1— Fsylaenesth Ile) UniicrUrme•t \� I ..4 \ 71n vs. �i ..e l tNN v ■ U r' r L • ACCEPTANCE flo , 01-0521.62 ADHESIVE PLACEivIENT DETAIL 2 SINCLE PATTY Y N MO( ougn plas [lc ccrun / 6 'noeMyMonl r 7 1n Ettc Curt!. •• ••• • • • • • • • • • •• ••• •• riStIJ • • • • • • • • •• . P4 : l illent T.lel •• F 2L ItitC • ` -�... " . . • • .•.Pr•tiiicf Cancrel Examiner .. • • • • • • • • • • • • • . • • •• • • • • • .•• • •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • • • • I:1J JJO C. 1..I:- I V JU.J I JJ L' • mow list! asst: Crrnent Ur6rriaymeni F a C.oeu.* ?sdoyMenns1A T ) r e'o Lau u/ Polvfc:ttn Prodticts. (nc. t2oil Ihr0u;n plaatk cement In. eJin. Single paddy an uAeer- IJymen1, M ay an lop of We v ? in. t 7 in medium / Sill 7371y eAe Faeeia course only °.JAI eeurre Single paddy ocrween We Simla paddy 1�. under the ADHESIVE PLACEMENT DETAIL 3 C)OUi3LE PATTY Paddy {hsl 1110 / Prdcy R md Itrndor Ills) ce {la1{ ihrourli plastic ccmtnt / 7' in.A Single paddy n dndernymenl Single )achy on to of t0a Etu Coarse • ••• • • • • • • • • • •• ••• • • • 7. ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • .• ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • • .•• •• • •• • ••• • • • _ ACCEPTANCE, No 0I-- O$2I.02 ?rail lMaugn plant' ::drnenl lJndanayr:er,l \ l� \. 1n.e 3in, Single paddy an under. laynit • • • •• • • • • • • 4 Jr.. ti 2 In. Since On 10,7 of We I\ �1R8 Eno : aeon f In. e 7 In. medium site paddy ease courio only • FWsaia Single paddy under INe Single paddy tetwoen Hie 2 ir., : 7 in. mildiwn tlje paddy Hare ccurtc only ft rank Zulu :i. z, RItC PrQdliGt Control Exaniint;r Fa.lcii WeepAde Ease clom t7dp edge c.47U=4 &2 ( t tUK HL'l:l; I. l••}'L r Pulufonrl.p ^�oducts, (rte ! tZCltt:t9;il of :ily ,. and �1cr,. ptarrcc (approval) sll::l! be considered alter and the j tl( 4, ro submitted documents, includin�.t less litipporting , ta,ren �, ee inc riled application had bra,± data, y;,tvcrnr� dorulurttS, are no 2, Any and all approved products shall bl: Starr and the !' permanently lab�ied \kith tl ollot:ri,,�t St :rtettler !: "Minim Cauniti• „r•othici Control city, 5 Pc , :iri ally scared in (Ile speeitic conditions or this A.cceplance. Renewals or Acceptance wiF not be considt:r; :1 if, ;1, '1'flcr,; J,, to been 2 change` in [Ile South Florida a 13uildin product and the product is not in c b Cult: al"tct ir, b. The compliance tt. 6 ti,�: cvafu: (ion of the, p'odua[ is tic longer thc ;:intc r` th the cculcod,: c!':;nges, If the At;Ceptan holder his not complied 1) °ia rho one 4ri mzall ' including tlic correct installation 6 s r' the approved. ail the rot uiretr.cru� or ih;s u. The L•n ,• of LhC product, . acceptance, , ,rnr: s�l)G prig innllY pro arc ., `" ,' sob/Mucci, is no Jon p d, s,yn ed and sealed the required Ioniser practicing rile e,lhint -grin r ( dt)CClnu:ntali initially n }� b protessian revision Or rhartbc m the matl:riafs, � o Any us and nianu(•actt,rr } b= c':use !�)r tcrtnirlat,00 Of this or the product or � r automate (through b e c. u u .` filing Jfi Acceptance, unless v al ha s shark office. b of '� rrvrstort apPiiC 10I) with approp riate prior written approval has bt i PJ :ttc le,....) and rra,ited b:1 ;his 3• Any of Ole following shall lino b;. r . ,,tau A. UnsatisLuto nds roc removal Oi'this Act�,:J� Ian c.: b ry' performanc rfol of th,, product or process. ii Mi at this acceptance as an Crldorcl:n=Jtt or any nruL`uct icr oilier purposes. 'The Notice salt's, :ttJvcr7isirtt; or zny or Acccpiar.cc Hutt tber rt:_t d b}• :hc is ,� bC expiration Batt: may be ra ,:du; Jia C.u;t:ltt• uptancc is displayed, Chula shall be done: inritsrentiret,���ratttr�• Jr 7n, Florida, and loirots'cd portion of the Notice of ) ▪ `, copy of this 1lCCCpianeC ! as well . be provided t0 the user by [;,e riiJ Qtordi,r distributors an s and other dncun,c,rts ,shjrc it applies, shall the job sit,; at all tinic. The engineer need not costal the cop d shall be sv;til:I ;or inspection at & F a il : cct . :pc re ttt �. to comply With any section of this Acceptance shall be rau Sc tcrr termination and removal of 9. This Notice orAcceptancc consists or pnScs 1 througil SC END OF Tr-NIS ACCEPTANCE • r \\ • • • • • • • rfi ` l TK�— .rte-'... • k 2tllaaga, RItC Product Control 7.\;:trnint:r • ▪ • •o• • • • • • • • • • • • • • • • • • • • • • • • • • I • • • • • • I'.. : ••• • 1 r • . • *: TOTAL PAGE . 08 :t<* • • 305 83E; 2152 TO 3057588404 • • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • ACCEPTANCE No. Ql -0 5".1.l.Q? • • • . . .. • .. • • ..• • •••• • • • .... • • • • • • • .. .. •• • • • •• . • . • • • • • • •• . •• . • • • • • • • • • • • • • PERMIT NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice teal Improvements will b Chapter 713, Florida Statutes, the following Information Is provided 1. Legal descnpUon of property and street address: 2. Description of Improvement: 3. Owner(s) name andAddress: 3a Interest In property: Name and address of lee simple thleholder: 5 4. Co tractors name and address: 6 NOTICE OF'COMMENCEMIENT TAX FOUO NO. co n 2n T /e_ N C ` -el PI �� ` iILJ 3 5. Surety:(Payment bond required by owner irom.conlractor, II any) Name and address: Amount of bond $_ a. Lender's name and address: 7. Persons w rthin the State of Florida designated by Owner upon whom notices or other documents may be serve d as provided by Section 713.13(1)(a)7,, Florida Statutes, Name and address: 8. In addhlon to himself, Owner deslgnalas the following person(s) to receive a copy of th Se-c tion 713.13(1)(b), 9 P e Usnor's Notice ( )(b), Florida Stawtes. as provided In Name and addresa: 9. E4lrazian ja1a othhls Notice of Commencement: One expiration date Is 1 year from the date of re �}- ctilleerem date Is ►�9ed carding unless s+a .a of Owner C�f.J Print Crwriors Name ; C� 4woh 10 end subscribed elore me this ) day of��"` Notary Public : Print Notary; Name NCYFA11.1 PU r ~'; ±•: 'z r. ?.,02S1'/!A E .F1 ,; ^''_ U7., 2009 Bonded Tan .Adam:: non di Co., litc, STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this is a true cppy of the D.• . file in this office on i i day o� WTTNES HA ! a� By my hand 61rd 0 IN, CLE' , A0 20 0 ,al Seal. rcuit and County Courts D.C. 1111111111111111111111111111111111111 .11111111 CFN 2005R08 4-' r2 2 OR Bk 23668 Pg 4537; (1ns) RECORDED 08/11/2005 13 :15 :52 HARVEY RUVIN► CLERK. OF COURT MIAMI -DADE IOUNT'Y ► FLORIDA LAST PAGE a made to cenaln real property, and In accordance 'with In this Notice of Commencement. L '�• S?re r ( • l PERMIT APPLICATIION FOR MIAMI SHORES VILLAGE Date i ( Job Address 9,3o Nr [ 9 s.l Tax Folio 1 3 2-065 — 0 /' 1 — 3350 Historically Designated: Yes No 1 Owner's Address Contracting Co. Qualifier State # ption /Lessee / Tenant R ! / (,t I ►' i 6115-/ / // Master Permit # 4 6 Q b 9 30 NE 99 67 Phone ?J " 3 7 h f(L A/ Address 9 30 / AT ( Qve Suar R'a't/ j1tV? 3). Ohe. i i Phone i57--,26/.2 Ai 306 Municipal # Competency # 6#64 Ins. Co. Architect/Engineer Address Bonding Company Address a Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANIC ROOFING PAVING FENCE SIGN WORK DESCRIPTION 1 '�M ' -bitfe/1 \ '1 tn90 pl 6 mirtikth. rroF s,s Square Ft. 3 U 5 Estimated Cost (value) /) ?CO . as 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 LENDETt OR AN 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 perfonned to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT:, I certify that all the foregoing information is accurate and that all work will construction and zoning. Furthermore, I authorize the above -named contractor to do the work stat 4.)..; Signature of owner and/or Condo President Da q9 Notary as to Owner and/or Condo President: .15ate r, ti = My Commission Expiire�s . • ! '.r 1 ivCo FEES: PERMIT APPROVED: Zoning Mechanical RADON of Contractor or Owner - Builder otary as to Contractor or Owner - Builder "ion E ices;-;,. D. HART �... .',r r ` ^ 14 ' AT;.lalJ':Ttr CO „iC. done in compliance with all applicable laws regulating / � � C.C.F. (, l7 NOTARY _ BOND €a te Date TOTAL DUE Building r Js ' 3fV' Electrical Plumbing Structural Engineer Contractor's Name. . 0 auttaz Ag ROOF CATEGORY (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE (� Re- roofin g , ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft) : S Sloped Roof Area (ft=) Total (ft') = Master Permit No. 1� Exposure category (per CE 7 -88): C/ Building Classification category (per CE 7 -88 table 1): Ft. ❑ New Roof 6,00c /Xs'AX /Wee 2 ;e d,w/ /-6M' '.+tl Ace e Am /4' N ' Deck type: Wool ( ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) ATTACHMENT 1 / jf Fastener Type: 1 Y ��G.► II�A�'�� - ' IL 4,), SPACING L Field: "1 4 " I y Perimeter: Corner: tf A S --s 5 DETAIL 1 & 2 4rX.8 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. G K 1 qi ,S `ld9 it 56 x /K � Page -1Sl —.7 Z x � / `y O �• —//oX -77o Job Address: 90 k E ' r r r r r r 6.7 ROOF PLAN • 5104 APPENDIX "F" APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. g i o 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 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 pa 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 renailed in accordance with the current provisions of Chapter 29 of the SFBC. (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 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 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 SFBC provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 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 ioof. Oge,e4d Owner's /Agent's Signature Signature D to ontractor's Signature Approved: 11/06/97 Acceptance No.: 97- 0804.14 Revises No.: 95- 1003.03 Expires: 11/06/00 PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation ,1 1361 Alps Road Wayne, NJ 07470 • Your application for Product Approval of: GAS' Ruberoid® Modifed Bitumen Roof Systems for Wood Decks under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Cor'sttruction, and completely described in the plans, specifications and calculations as submitted by: Dynatech Engineering, Inc., Factory Mutual Research Corporation,, and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -60 and the standard conditions on page 61. This approval shall not be valid after the expiration date stated below., The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such producti or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office 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. Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL • CONDITIONS ,i t I . BUILDING CODE COMMITTEE This application for Product Approval has • been reviewed by. the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee'tp be used 'n ade County, FI rich under the conditions set forth above. /1/ ( Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County 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 UltimaTM Base Sheet GAFGLAS Ply 6® GAFGLAS Flex PlyT"' 6 GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Dimensions Specification 5, 55 gallons ASTM D 41 ' 60 Ib. bags ASTM D 1863 5 gallons ASTM 1227 1, 5 gallons ASTM D 2824 1, 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll 5 sq. roll 45 Ib. roll 5 sq. roll 76 Ib. roll ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 2178 ASTM D 3909 • Page 4 of 61 Product Control No: 97- 0804.14 Product Description 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. 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. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. rank Zuloaga, Roofing Product Control Examiner Product GAFTITE® Base Sheet Fastener and Plate Galvalume Plates NTB Fasteners Polypropylene Plates Ruberoid® 20 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth RUBEROID TORCH Granule Test Dimensions Specification 3" and 3 'h" 3" and 3 ''/2" 1.5 sq. roll 1 sq. roll 103 lbs. 1 sq. roll 87 lbs. I sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. PA 114 Base sheet fastening assembly. PA 114 PA 114 Fastener for use in gypsum, tectum and • lightweight insulating concrete decks. PA 114 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Page 7 of § 1 Product Control No: 97- 0804.14 Product Description Round galvalume stress plates. Round polypropylene stress plates. SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and smooth surfaced. Non -woven polyster mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Frank Zuloaga, Roofing Product Control Examiner Product Dekfast Lock Plate 3" x 3 1/4" Dekfast Fasteners #15 Dekfast Fasteners #12 ISO 95+ Composite Asphalt Asphalt Primer EPS High Density Wood Fiberboard Pelite/Urethane Composite Perlite Insulation Polyethylene Red Rosin Roofing Nails Test 1 Product Dimensions Specification Description various various various various 4 mil min. various Minimum # 12 PA 114 Polypropylene locking plate. PA 114 Insulation fasteners for concrete decks PA 114 Insulation fastener for steel Construction and wood decks. Fasteners Inc. (with current PCA) PA 110 Polyisocyanurate / perlite Firestone ridged insulation (with current PCA) ASTM D 312 Type III or IV Hot asphlat bitumin adhesive ASTM D 41 Asphalt Primer PA 110 Extruded polystyrene insulation PA 110 Wood fiber insulation board PA 110 Perlite /urethane composite board insulation PA 110 Perlite insulation board Vapor barrier / Air barrier Rosin paper for barrier layer on decks PA 114 Corrosion resistant annular ring shank nails Page 11 of 61 Product Control No: 97- 0804.14 Manufacturer Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) generic generic generic generic generic generic generic generic generic uloaga, •_._ _ Roofing Product Control Examiner Tin Caps MB aluminum roof coating Dens -Deck #12 Roofgrip #14 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate ISO 95+ E'NRG'Y -2 1 SORoc Test , Product Product Dimensions Specification . Description Min. 32 ga. x ] s/" 6 various 3" round various various various Corrosion resistant circular discs. PA 121 Aluminum roof coating PA 110 Gypsum insulation board. PA 114 PA 114 Insulation fastener steel, wood or concrete decks PA H4 PA 114 PA 114 PA 114 PA 110 Insulation fastener for steel or wood decks Insulation fastener Insulation fastener Insulation fastener and metal or plastic plate Polyolefin plastic plate Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam / rockwool composite insulation Page 12 of 61 Product Control No: 97- 0804.14 Manufacturer generic Grundy Industries (with current PCA) Georgia Pacific (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) International Permalite (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Frank Zuloaga, Roofing Product Control Examiner Membrane Type: Deck Type 1: Deck Description: System Type A(2): All General and System Limitations shall apply. Base Sheet: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: SBS Wood, Non - insulated New Construction or Reroof • { 19 or greater plywood or wood plank decks Base sheet mechanically fastened. GAFGLAS® #75, GAFGLAS' #80 Ultima' Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FlexPly Base Sheet,GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved : annular ring shank nails and minimum 1 5 / tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. (Optional) One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladTM SBS in adhered in a full mopping of approved 'asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID®, Mop FR or RUBEROID UltraCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. Product Control No: 97- 0804.14 (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb. /sq. ± 15 %. -45 psf (See General Limitation #7) 'A'. See General Limitation #2. 2 ":12 "; See General Limitation #3. Page 22 of 61 Frank Zuloaga, Roofing Product Control Examiner Wood Deck System Limitations: 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') of 95 lbf or greater as tested in compliance with Merto -Dade County Protocol PA 105. If F' as tested is below 95 lbf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117. 2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 275 lbf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing Application Standard PA 117. If the fastener value, as field tested, are below 275-lbf. insulation attachment shall not be acceptable. 3 A slip sheet is required with GAFGLAS FIexPIy 4® and Ply 6® when used as a mechanically fastened base or anchor sheet. 4. V2 Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 57 of 61 Product Control No: 97- 0804.14 Frank Zuloaga, Roofing Product Control Examiner GENERAL LIMITATIONS Product Control No: 97- 0804.14 1 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory ior other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3 Maximum slope range shall vary for each : system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 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, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A 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 area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of .45 psf. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to — 60psf. 5 All work shall be performed by a contractor licensed to do roofing work in Metro - Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. Page 58 of 61 Zuloaga, Roofing Product Control Examiner Product Control No: 97- 0804.14 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.rheet as needed calculated in compliance with Metro -Dade County Roofing Application Standafd PA 117. When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter. 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based Qn a Minimum Characteristic Force (F') value as tested in compliance with Metro -Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the So.uth Florida Building Code and Roofing Application Standard PA 117. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a fall 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. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with provision of Roofing Application Standard PA 117 Page 59 of-61 rank Zuloaga, Roofing Product Control Examiner Product Control No: 97- 0804.14 14 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re- covery/re- roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with - Metro -Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind Toad requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on flat and dry surface. 18 If required, any Factory Mutual Approved.vapor.barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 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.e. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) `. Page 60 of 61 Frank Zuloaga, _ _ _ Roofing Product Control Examiner GAF Materials Corporation ACCEPTANCE NO.: 97- 0814.14 1361 Alps Road APPROVED: November 6, 1997 Wayne, NJ 07470 EXPIRES: November 6, 2000 1 Product Control No: 97- 0804.14 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanentlx labeled with the manufacturer's name, city, state, and the following statement: "Metro -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 Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation 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 of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Metro -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the 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 documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 61 END OF THIS ACCEPTANCE Page 61 of 61 Frank Zuloaga, Roofing Product Control Examiner ROOF COVERING MATERIALS (TEVT) 1999 Roofing Mate ROOFING SYSTEMS (TGFU)— Continued NC Incline: 1/4 "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 1.in. min. ,Coat: One or two applications "Gacoflex UB- 7050 ", applied at 1 sq/application or three applications, applied 1 -1/4 gal/sq /application 32, dry mils). dng: "Gacoflex UA -65 " Series (various colors), applied 1 gal /sq (12 mils). NC Incline: 1/2 : "Poly -Iso' or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam ;.1 in. min. Coat One or two applications "Gacoflex UB- 7050 ", applied at 1 sq/application or three applications, applied 1 -1/4 gal /sq /application 6.32 dry mils). dng: "Gacoflex UA -60" Series (various colors), applied 1 gal /sq (15 mils). NC Incline: 2 m: "Poly - Iso' or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam ", 1 in. min. Coat: "GacoSil S- 1000 ", applied at 1 gal /sq (10 dry mils). dng: "Gacoflex S- 1000 ", applied at 1 gal /sq (10 dry mils). NC Incline: 1 rhr: "Polyfoam 251" or "Polyfoam 303 ", any thickness. dng: "Gacoflex Ure- Shield 7007 ", 40 dry mils. NC Incline: 2 "Polyfoam 275 ", any thickness. Coat: "Gacoflex A- 6211 ", 1 -1/2 gal /sq (14 dry mils). dng: "Gacoflex A- 6200" series (various colors), 1 -1/2 gal /sq (14 mils). NC Incline: 2 m: Polyfoam 251, "Polyfoam 275" or "Polyfoam 303 ", any thickness. e Coat: One or two applications "Gacoflex UB- 7050 ", applied at 1 al/sq. /application (16 -32 dry mils). urfadng: One application of "Gacoflex A -55 Series" (various colors), p lied at 1 -1/2 gal /sq. (15 dry mils). : NC Incline: 1/4 m: "Polyfoam 251 ", "Polyfoam 275" or "Polyfoam 303 ", any thickness. ase Coat: "Gacoflex UB -64," applied at 1 -1/2 gal /sq. (18 dry mils). el Coat: 30/60 mesh crushed walnut shells mixed at a rate of 5 4b/gal with "Gacoflex UB -64," applied at 1 -1/2 gal /sq or "Gacoflex UB -64 ", applied at 1 -1/2 gal /sq (18 dry mils) followed by the broadcast pplication of 30/60 mesh crushed walnut shells applied at 7 -8 lb /sq. urfadng: "Gacoflex U -66 ", applied at 1/2 gal /sq. (6 dry mils). • MATERIALS CORP R1306 61 ALPS RD, WAYNE NJ 07470 BEROID 20" or "RUBEROID Modified Base Sheet" may be utilized as an ate to Type G2 base sheets in any of the following Classifications. in. thick (min) gypsum board or 1/4 in. thick (min) Georgia- Pacific Deck®" overlayment board may be used in any existing noncombustible Classification. When this is done, the resulting roofing system is ble for use over combustible (15/32 in. min) roof decks. The joints in gypsum board and overlayment board are offset 6 in. with the joints in the If polystyrene is part of the roof system, it must be placed below the yment board. , multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to Deck" in hot asphalt. FGLAS Stratavent Nailable Base Sheet" may be mechanically attached or mopped over noncombustible decks and as a recover over existing roof ms. FGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" lation in any of the following systems. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT' G2 asphalt glass mat base sheet ("GAFGLAS #75 Base Sheet" or "GAFGLAS 'Premimum Base Sheet ") is a suitable alternate for Type G1 asphalt glass r ply sheet ("GAFGLAS Ply 4" or "GAFGLAS Ply 6") in the Class A, B or C roof ms indicated below. roof deck may first be covered with a Type G2 asphalt glass mat base "GAFGLAS Stratavent (Vent -Ply) perforated" or "GAFGLAS Stratavent nt -Ply) for nailable decks". Perforated to be mopped and nailable to be anically attached granule side down. an option Type G2 asphalt glass mat base sheet ("GAFGLAS #75' Base , "GAFGLAS #80 Premium Base Sheet" or "GAFGLAS Stratavent (Vent -Ply) nailable decks") may be substituted for G1 asphalt glass fiber ply sheet FGLAS Ply 4" or "GAFGLAS Ply 6") as the nailed base ply in the following ms. ottom ply or base sheet may be solid mopped, spot mopped or mechanically ned. ess otherwise indicated, all insulations may be mopped or mechanically ned. Systems Directory LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 141 ROOFING SYSTEMS (TGFU) — Continued "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with . rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "GAFTEMP Isotherm RA ", "GAFTEMP Tapered Isotherm RA" and "GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. Class•A, B and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber,, isocyanurate, urethane;' perlite /isotyanurate, composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. . Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite; wood fiber,, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1• "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 3. Deck: NC ' Incline: 2 • Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 " - Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. eck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base. Sheet: One layer of Type, G2 "GAFGLAS #75 Base Sheet" (may be nailed). • .. • Ply Sheet: One or more layers of Type 91 "GAFGLAS Ply 4" or GAFGLAS Ply 6 / Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surface) Cap Sheet ". i Deck: NC Incline: 3 Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet". Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet", . Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus " (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus " (granule). • Cap Sheet: "GAFGLAS Mineral. Surfaced Cap Sheet ", hot mopped. 8. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more 'layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. 1 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued ) Georgia- Pacific "Dens Deck® Overlayment" are used directly with alt joints staggered 6 in. (min) from plywood joints. rrior may be optionally installed under all systems utilizing ,insulation. " EVERGUARD" insulation is an acceptable alternate nurate insulation of the following systems. GAFGLAS be used as an option over EVERGUARD insulation. GAFGLAS rforated Base Sheet may be utilized as an additional ply in !lowing systems. Class A - Ballasted Incline: 2 on: One or two layers "Isotherm R ", any thickness, loose laid or ally fastened. e: Any UL Classified membrane used in a ballasted system. ng: River bottom stone, 3/4 to 1 -1/2 in. diam, 1000 lbs /sq. 5/32 • Incline: 1/4 (NC -2) on: Perlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in. ne: "Ruberoid® Torch 1" (modified bitumen). ng: Gravel at 400 lbs /sq, loose laid or concrete blocks, at 10 nd.spaced not more than 1/8 in. Incline: 3 on (Optional): Perlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in. eet (Optional): Type 15 asphalt organic felt or Type G2. ne: " Ruberoid® Torch 1" (modified bitumen). ng: Gravel. 15/32 Incline: 1/4 on Optional): Perlite, glass fiber or wood fiber, any thickness. ne: Ruberoid Torch 1" (modified bitumen). eet 0.004 in. polyethylene (not UL Classified). ng: 3/4 in. thick concrete with one layer of No. 10 Summerville tile (or equivalent) grouted in place. Incline: 2 on Optional): Perlite, glass fiber or wood fiber, any thickness. ne: Ruberroid® Torch 1" (modified bitumen). ng: 3/4 to 1 -1/2 in. diam river bottom stone at 1000 lb /sq or pavers weighing not less than 10 lb /sq ft and spaced not more 8 yin. Incline: 3 on: a)Polystyrene, 2 in. max, b)Isocyanurate, any thickness, laid vane: " EverGuard SR" or "EverGuard FB ", 40 -100 mil (TPA), laid ng: River bottom stone (3/4 - 1 -1/2 in. diam) at 1000 lb /sq or roof pavers. Class A - Fully Adhered Incline: 1/2 on (Optional): One or more layers perlite, wood fiber, glass isocyanurate, urethane, perlite/isocyanurate composite, perlite/ e composite, wood fiber/isocyanurate composite, phenolic, any s . eet (Optional): One or more layers Type 61, G2 or G3. rane: One or more layers "Ruberoid Torch" (smooth or granule), id Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or id Mop Plus" (granule). dng: Gravel, 400 lbs /sq, loose laid or applied in a flood coat of hot ng asphalt. NC' • Incline: 1/2 Sheet Optional): One or more layers Type 61, G2 or G3. brane: One or more layers "Ruberoid Torch" (smooth or granule), id Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or roid Mop Plus" (granule). g:•Karnak No. 97, 1 -1/2 - 3 gat /sq. NC Incline: 1/4 lation (Optional): One or more layers perlite, wood fiber, glass . ny thickness. Sheet (Optional): One or more layers Type 61, G2 or G3. rane: One or more layers of "Ruberoid Torch" (smooth or granule), id Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Plus" (granule). ng: Karnak No. 97, 1 -1/2 - 3 gal /sq. C -15/32 Incline: 1/2 talon: One or more Layers perlite, glass fiber, isocyanurate, urethane, /isotyanurate composite, perlite /urethane composite, phenolic, in. min thickness (offset from plywood joints 6 in.). Sheet One or more layers of Type G2 or G3. eet (Optional): One or more layers of Type 61. brane: One or more layers of "Ruberoid Torch" (smooth or granule), raid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or raid Mop Plus" (granule). dng: Karnak No. 97, 1 -1/2 - 3 gal /sq. NC Incline: 1/2 1999 Roofing Materials and Systems Directory LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 143 ROOFING SYSTEMS (TGFU) — Continued Base Sheet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule). Surfacing (Optional): Karnak "No. 97" or "169" at 1 -3 gat/sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gat/sq or gravel. 8. Deck: NC Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. , min, isocyanurate, urethane, perlite/isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type G3, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Pty Sheet: One or more layers of Type 61 " GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal /sq. 10. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate 'composite, perlite/ urethane composite, phenotic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS 475 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 11. Deck C -15/32 Incline:• . 1/2. Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 " GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type 61 " GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Pty Sheet: One or more layers of Type 61 " GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC Incline: 1/2 • Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. - •• • 4 '4 144 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped in place. . Ply Sheet (Optional): One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place.' Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet One or more layers of "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. 15. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic,.--- �•� Base Sheet One or more layers Tyne G2)r 53 sheet, hot mopped or mechanically fastened. -.✓ ..JJ Ply Sheet (Optional): One or more layers Type 61, hot mapped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 16. Deck: C -15/32 Incline: 1/2 Insulation (Optiona9: Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch 170FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood •fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: 'One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch 170FR ", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, any thickness. Base Sheet: One or more plies 61 or G2, hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "(Jo. 6160" cold applied adhesive at 1 -1/2 gal /sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet: "GAFGLAS #75" (Type G2), mechanically attached. Membrane: One or more plies of "Rubberoid Torch (smooth). Membrane: "Ruberoid Torch 170FR" (granule). 21. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 "GAFGLAS #75" or "Ruberoid 20 FR" base sheets, hot mopped or mechanically fastened. Membrane: One or more plies of "Ruberoid 30 FR" hot mopped in place. 22. Deck: C -15/32 Incline: 1 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 "GAFGLAS #75" hot mopped or mechanically fastened. 1999 Roofing Materials and Systems Directory 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued Ply Sheet: One or more plies of "Ruberoid 20" or "Ruberoid 20 FR ", hot mopped in place. .Membrane: One or more plies of "Ruberoid 30 FR ", hot mopped in place. Deck: C - 15/32 Incline: 1/2 Insulation (Optional): Fiber glass or perlite, mechanically fastened. Base Sheet: One or more layers Type G2, hot mopped or mechanically fastened. Ply Sheet: Two or more layers Type 61, hot mopped or mechanically fastened. Membrane: "Ruberoid 30" or "Ruberoid Modified Cap Sheet 601 ", hot mopped in place. Deck: NC Incline: 1/4 ' Insulation (Optional): Polyisocyanurate, perlite, glass fiber or wood fiber, 2 in. max. Base Sheet: Type 15 asphalt organic felt, Type G2 or "Flex Base 60" (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" or "Karnak No. 97 Asbestos Free Aluminum Roof Coating" at 1 to 2 gal /sq. Deck: C - 15/32 Incline: 1/4 Insulation: Two layers glass fiber (staggered joints), 1 in. each. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" at 1 to 2 gal /sq. Deck: NC Incline: 1/4 Membrane: "Ruberoid® Torch 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" at 1 to 2 gal /sq. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, wood fiber or glass fiber, 1 in. max, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: Type G2 or "Rex Base 60" (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1 ", heat fused. Surfacing: Monsey Products "Endure Aluminum Roof Coating ", "Weather Check" or "Pro -Grade Aluminum Roof Coating ", 1.5 gal /sq. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, wood fiber, glass fiber or isocyanurate/ urethane board, 2 in. max, mechanically fastened. Base Sheet: Type G2 (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1" (modified bitumen), heat fused. Surfacing: Monsey Products "Dura- White ", "Endure White Elastomeric Roof Coating" or "Pro -Grade White Elastomeric Roof Coating ", 3 gal /sq. Deck: NC Incline: No limitation Insulation. (Optional): Polyisocyanurate, urethane, glass fiber, perlite, wood fiber, any combination in any thickness, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: Type G2 (modified bitumen), mechanically fastened. Membrane: "Ruberoid® Torch 1 ", heat fused. Surfacing: "Tuff- Corp" field mixed insulating coating composed of 6 -2/3 cu ft of perlite, 7 lb of "TC -500 Masterbatch ", 94 lb Portland cement and 17 gal of water spray applied to min 1/2 in. Deck: C -15/32 Incline: No limitation Insulation (Optional): Polyisocyanurate, urethane, glass fiber, perlite, any combination in any thickness, mechanically fastened. Base sheet: Type G2 (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1 ", heat fused. Surfacing: "Tuff- Corp" field mixed insulating coating composed of 6 -2/3 cu ft of perlite, 7 lb of "TC -500 Masterbatch ", 94 lb Portland cement and 17 gal of water spray applied to min 1/2 in. Deck: NC Incline: 1/2 Insulation (Optional): Glass fiber, perlite, wood fiber, 1 in. max, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1" (modified bitumen), heat fused. Surfacing: Henry "No. 229 Asphalt Emulsion" at 1 gal /sq or GEO Industries "No. 929 Aluminum Emulsion" at 1 gal /sq. Deck: NC Incline: 1/2 Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, hot mopped or mechanically fastened any thickness. Base Sheet: Type G2, mechanically fastened or hot mopped. Membrane: "Ruberoid ®. Torch 1 ", heat fused in place. Surfacing: Henry, "Henry 520 Aluminum ", applied at 1 -1/2 gal /sq. A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property. and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal description of property and street address: 2. Description of improvement: 3. Owner(s) name and address: Interest in property N Name and address of fee simple titleholder: 4 Contractor's name and address 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount Of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and address: . r 8. 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. Name and address: .' 9. Expiration date of !his Notice of Commenceme (the expiration date is 1 year from the date of recording unless a different date is specified) 2- L ! PA/ Sgnat r. o Ownoi Print Owners Name Ali 0 hlieelteld Sworn to and subscribed before me this /) day of Y a Notary Public Print Notary's r�'' f -� hIANICI.loi.aNC. CO., INC,. My Commission Expires -x =` °�- ,9 E OF FLORIDA, COON. f 0 DADE HEREBY C R'IFY t` . this is a true copy of the da Q i rnolMel in t;r 0 ti • III v•• lb/ r Jeair dor' czyitoyt.) a l iL,; 9. NE q9"th Ate A P A DR;A D. HART S:^.'!.'. +; CC623733 v• �.vaaasIraGav‘rG /11IGIV 1 4 /Yl111rru ik ¢D, FL , AO. 19 - °--r W TNES ivy h , j • r cI Ot icial Seal. 1-11VVE 1101h:1 CLEn, o C' •cuit andCoonty Coca 1 IF 32-06,- bit(- 339D 93o NE '',. 99R477408 1999 SEP 15 11:28 r ofst4, J- Prepared by San /6 Addr #1,0q 44I1i,2r {S- / 9, Pc 3 302 '230'.52 2' 0 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date ', 7 Job Address 930 99 /7: Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant Owner's Address Contracting Co. FEES: PERMIT APPROVED: Zoning 930 Arion, Inc. Richard A/ E. 99 PC R. Wynne Q t i ii) 1 /)' -- /2i1Q`7 Si at of owner and/or Condo President Date - ,tt\ . / otary • s to Owner . d/o' Condo President x Date My Commission Expires: NOTARY PUOUC • STATE OF FLORIDA JENNIFER NAFTAL -PEREZ COMMISSION # CC588602 EXPIRES 10.11.2000 BONDEDTHRU ASA 14188-NOTARY-1 RADON Mechanical Plumbing Phone 251 -1 279 Qualifier State # Municipal # 0 n n 013371 Competency # Ins. Co. x n 1 i c h Ins -s Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 1 1 c JLLZ Square Ft. , a .G' ^' . ��Q� Estimated Cost (value) 9 3 0 a --�- 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 AN 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 ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. G z r g Signature of Contractor9f'Owner- Builder Notary s to Contra My Commission E Electrical C.C.F. • 46 NOTARY Owner - Build NOTARY STATE OF FLORIDA JENN NAFTAL -PEREZ COMMISSION # CC588992 EXPIRES 10.11.2000 BONDEDTHRU ASA 1.868 - NOTARY -1 Date Date Engineering PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 9 / 0 ' 1 Job Address 0 / 3U A) E 9 9 ..c • TaxFolio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant AL, cam / ' , l., Ac'_; ,j !'t t,,2 Master Permit # 1 4 r 87'1 Owner's Address 93o /LI G 9 9 17.7 .-. Phone '/ — 2/ 3 Contracting Co. Arlon, Inc . Address 8723 Sw 129th Ter r Qualifier Richa:rd R. Wynne Phone251 —1279 State # Municipal # 000013371 Competency # Ins. Co. K o 1 i s c h I nom. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Square Ft. 66 . 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 AN 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 ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. -/C,Z-e/ te) 9/0 (17 Signature of owner and/or Condo President Date or Condo Presider( Date Not as to Own My Commission es: FEES: PERMIT 4 70 . RADON 6 1 : 0 —16- 00 4. 17a NOTARY PtieUe • STATE OF FLORIDA JENNIFER NAFTAL -PEREZ COMMISSION # CC588692 EXPIRES 10-11 -2C00 BONDED THRU ASA 1.888•NOTARY•1 Estimated Cost (value) )4 0 2_96 Signature of Contractor o wner -Buil otary My Co to Contract ssion Expir C.C.F. - � NOTARY APPROVED: Zoning Building Mechanical Plumbing Electrical r wner- Builder NOTARY PUBLIC - TE OF FLORIDA JENNIFER NAFTAL - PEREZ COMMISSION 0 CC588692 EXPIRES 10.11.2000 BONDED THRU ASA 1-888 - NOTARY -1 9 7 / Date Date BOND TOTAL DUE t 6.4) Engineering Registered Architect and/or Eqinver New Building Residence Estimated Total cost of improvements $ 3,450.00 Permit No Disapproved (Signed) Chairman Member Member MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby made for thc 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. 31 squares Owners Name and AddresxD ean naussen N (Do . street ...E. E. 29th St. ' • CI .9 .. I•t1,111..fft, .... Name and address of licensed contrActorLang...EQQttag..14.-Tile...Q.Q....,....a.c......523...klii.....nat.,...Niazi 3_325.0 Location and legal description of lot to be built on: Lot 8 Block 80 Subdivision Miami Shores Street and Number where work is to be done 930 N.E. 99th Street State work to be done and purpose of building (by floors) New const. tin cap 1-30# 1-901b. slate with hot asphalt and install standard white cement and for no other purpose. Remodeling Addition Repairs No. of Stories 1 To be constructed of Kind of foundation Roof Covering....ahingle Date. 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 submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontr ctors work to be rformed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed).— STATE OF FLORIDA, COUNTY OF DADE. SS ' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. / i G. 3 - 7 Date Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspect My Commission Expires PLANNING BOARD DATE Member Member Member felt to sheathmL_ shingle tile. ^.- to me well known, 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 fee of 31.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship.