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RF-08-291
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/20/2008 Inspector: Grande, Claudio Owner: Job Address: Lam, Seng & Brandee 841 98 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: LEGACY ROOFING OF FL /AHEAD GENERAL CONTRACTOI Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (786)282 -6565 Parcel Number 1132060142490 Lot: Phone: (954)246 -8682 Building Department Comments Re roof with concrete tile with • Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, March 19, 2008 Page 2 of 2 244 �a�c�t• Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address g4) SS, State City hiuw S�,NL3 »1A Tenant/Lessee Name FEB RECIFOVEID 2 0 ton fr Permit No. lr ©0 ".113/ Master Permit No. .-OYAIAJet LC1141 Phone# /81 -'I62.r 65 Zip Phone # Job Address (where the work is being done) tp.44,1 € a s rd hwt, City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Q n )h /id 4/llil1/41- j2 s7 a� Phone # q5-f ;40 ` 614 Contractor's Address 31O1 W T6de AIVJY 1 -95 City � 4t' Qualifier Name Othi lit iv State Certificate or Registration No. (IC, 1'3101 State FL Zip 3 346 Q Phone # /If -5 O6 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 7, Type of Work: ['Addition Describe Work: 06 ❑Alteration Square / Linear Footage Of Work: Repair/Replace f1,oJg r It, COnevin 4, ❑ Demolition * * * * * * **:+**** : �x****** ** :�x�x�x *�x*** * * * ** **Fees**** �x�x�x********� *** *�x�:�x�a�y *- *�� *** * * * ********** Submittal Fee $ oU Permit Fee $ S U G�— - CCF $ K ' U0 CO /CC Notary $ '"-- Training/Education Fee $ J '( O Technology Fee $ '...1S Scanning $ 12•C Bond $ Structural Review. $ Total Fee Now Due $ 3/3 ,JS See. Reverse side -* Radon $ DPBR $ Zoning $ Code Enforcement $ Double Fee $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations, as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work ` will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise. in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property : is subject to attachment. Also, (.certifier:copy of the recorded notice of commencement nutstrbe posted at the job site for the.,fastinspection which occurs seven (7) days after the building permit is issued fn the ahsenee of-such posted notice, the Signature Vii' Owner or Agent The foregoing instrument was acknowledged before me this (-` ) day of it ty , 20 0,,C5, by f 6IU6 F-40K 1 R M. who is personally known to me or who has produced p C- L 5 Rt tWAti7 +Agidentification and who did take an oath. NOTARY PAW, PUBLIC- S'T'ATE OF FLORIDA • • •qu-1 �e Jesus Sign: c. , _ • cI s ' sti. 1 SIG' , I 1 Print: 4l 1V 0014'1) *I /MANTIC `• *MVO Co t CO, My Commission Expires: ^St�O 7,,C. 1,60 t o Signature ontractor The foregoing instrument was acknowledged before me this 0� day of triePasatstor , 20 et, by (.) g 6.4 .Q0 t i £' O , s who is personally known to me _or_ . • • has produced o 9 NOTARY FOLIC-STATE OF FLO' A H- °' °�•, Mo t)t:146mnd who did take an oath. NOT 'a' >i's immission #DD568404 bath. 1res: 26, 2 ! 1Q ., cJ3 My Commission Expires: IV1,1. z,(o tkol 0 (Certificate of Competency Holder) State Certificate or Registration No. 1C / 3 Z- 6 Certificate of Competency No. APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/10/07) NOTICE OF CO ENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. i1' Q S { Lit TAX FOLIO NO. 1 1 3), O(P — —,c)46K) STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1111111 1111111111 11111 11111 11111 11111 11111111 CFN 2008RO113445 3 OR Bk 26221 Ps 3616; Ups) RECORDED 02/19/2008 16 :09 :11 HARVEY RUVIHr CLERK OF COURT MIAMI -DADE COUHT'Ye FLORIDA LAST PAGE 1. gal description of property and street/address: = UJ �� 4(), /1 (1+11'1• ��IOi(' S J / 3 !b -�'1 Lis n 6 )1 —2 a 2. Description of improvement: e 0 ()1= \A)1 Lon VOR lT (e) fi A n a t=i v q , fiur gc) ?" r 00,4; 3. Owner(s) name and address: S ePr fi V ,' n de' ( M <¢,(4 ( jl/ i3 4'b tal 1,3.,; charts ?g Interest in property: {RQ Q '1Ce. Name and address of fee simple titleholder: 4. Contractor's name and address: °)0 7 re 4 CPO et. 1, 5. Surety: (Payment bond required by owner from contractor, if AirTE OF FLORIDA, CO t EREBYCER17FYthat this is Name and address: a rsrp r a Amount of bond $ s. 6. Lender's name and address: • H 7. Persons within the state of Florida designated by Owner upon provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: %f k 741 k kg All t!-! 1 NTY OF DADE spy of the A.D. 20 �O1 CoUkI aERI( Yq� 1• • c may be served as 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different dats s Signatu Wrier Print Owner's Name Sworn to and subscribed before me this day ofkr , 20A Notary Public CL, 1) Print Notary's Name Vets My commission expires:g.A.A.. 123.01 -52 PAGE 8/02 US NwqrATE OF FLORIDA q el De Jesus ' mntissivn # DD568404 ' Expires: JUNE 26, 2010 fNN• BONM THRU ATLANTIC BONDING CO., INC. Prepared by Flo Y.'l&►we ti- Address: & gi) ire 6 44161 - "4-k; , PC '3 ?r 1 & Forensic Engineflij'g � aiisultants, Inc. City of Miami Shores Building Department Miami Shores, FL - e tti n: Chief Buil )0 B Y:.,e- Sir/Madam: • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• ••• • • ••• •• • • • •• February 27, 2008 Roof Truss -to -Wall Connections 1 -Story SF Residence 841 NE 98th Street Miami Shores, FL As requested, a representative of Forensic Engineering Consultants, Inc. (FEC) visited the subject site to observe the roof to truss wall connections on February 14 and 15, 2008. This report transmits the results of our observation and the suitability of the connections. OBSERVATIONS On February 14 and 15, 2008, our representative visited the subject site. The residence is a one story building, likely constructed in the 1970s. The roof has both hipped and gable roof sections. The truss spacing is at 2 feet o.c. with spans ranging from about 12 feet to 26 feet in length. Some of the trusses attached to the framing members with hurricane straps. Initially we could not observe all of the areas. On our subsequent visit, our observations indicated that a total of six (6) nails were present for the strap to truss connection. LIMITATIONS OF STUDY The engineer warrants that the findings, recommendations, specifications, or professional opinions contained herein have been promulgated based on cursory observations and the information provided to us. This report addresses only the roof truss connections and has been prepared in accordance with generally accepted professional engineering practice. The gable end trusses are not exposed to the wind owing to the presence of a balloon wall. No other warranties are implied or expressed. We appreciate the opportunity to be of service. If you have any other questions, please call. Sincerely, Fore is Engineering Consultants, Inc. R. N. Sailappan, P. . Z 2 ?/®& Principal Engineer Florida Registration No_ 46696 Forensic Engineering Consultants, Inc, PO Box 970034, Boca Raton, FL 33497 Ph(561)901 8490 Fax(561)218 3830 Miami-Dade My Home-Text My Home midacie.gav Show Me: Property Information-Text Search By: Select Item ,:4! Page 1 of 2 Go to property map MProPerlY APpraiser Tax Estimator LS Portability S.O.H. Calculator Summary Details: Print friendly version Folio No.: 1.1.20.0.79.1.47,249.0 Property: 841 NE 98 ST Mailing Address: SENG F LAM &W BRANDEE C 841 NE 98 ST MIAMI FL 33138-2532 Property Information: Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: 4/3 Floors: 1 Living Units: 1 Adj Sq Footage: 2,864 Lot Size: 10,100 SQ FT Year Built: 1951 Legal Description: 5-6 53 42 MIAMI SHORES SEC 3 PB 10-37 LOTS 16 & 17 BLK 72 LOT SIZE SITE VALUE OR 18715-1849 07 1999 1 COC 25986-0882 09 2007 1 Sale Information: Sale 0/R: 25986-0882 Sale Date: 9/2007 Sale Amount: $550,000 Assessment Assessmej Information: Year: C20()/} 2006 Land Value: $356,153 $266,042 Building Value: ($31t7i $244,768 Market Value: $666,864 $510,810 Assessed Value: $226,267 $220,749 Homestead Ex_emption: $25,000 $25,000 Total Exemptions: $25,000 $25,000 Taxable Value: $201,267 $195,749 Additional Information: Click here to see more information forthis_progarty_; Community Development District Community Redevelopment Area Empowerment Zone Enterprise Zone Land Use Urban Development Boundary Zoning Non-Ad Valorem Assessments We appreciate your feedback, please take a minute to complete our survey. http://gisims2.miamidade.gov/myhome/proptext.asp?folio=1132060142490&vbMakeLink= 2/26/2008 High Velocity Hurricane Zone Uniform Roofing Permit Application Form Section A (General Information) Master Permit No. Process No. le -Z,� -)4 f1/00/04-4/6 v Contractor's Nama:. :)o1 Address: Qt; iJe- ¶ ' - � �• Roof Category Mechanically Fastened Tile 4cMor12r /Adhesive Set Tile —Metal Panel /Shingles - .Wood Shingles /Shakes .RAS 150 ._,Other: •Low Slope • • • • •••• Roof Type •••• • •• • • • • New h u, .,.gRe•RoofIng ,_Recovering Repair — Maintenance • • • • • .Vent Stacks located on the roof? ,Yes ZNo If yes, what type? 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Shores Village Cli APPROVED 8.- ---'BY DA I tZi�lqif t DEPT ' BLDG DEPT f„,;./ w SUBJECT TO COMPLIANCE t H ALL EDERAL STATE AND COUNTY RULES AND REGULATIONS ,©CYST iGis ` 1/ (wi 1 HIGH - VELOCITY HURRICANE ZONES Florida .Building Code Union 204 fl ti'Vgo ity tturtkane Zone Utii erm Permit/N/0;000onyL . ectiorl feater,o,p Storied RoOtSys Ft oorSystat►=Manuiacturer: 01611:-/ O/ ,0 Product Approval Number: 0‘"-- oT et' ' 10 mthimun pea gn W td um, ff.Applicabt (r oral= , -1,22 srrr Pi —Ili :.P2; — g6-e I F.3t — g� .,1 • ls.;x i ls): •, • .. . Maximan't Destge Pressure Product Approval Specific System: . D . 16 • •••• ' • • • • •i • • • Method of- a stiocittrien : ()i ?A- l •i is • • Roof Slope:. 5te043-SJO4ci qof vstern Descriptipn D"ee cT +pet ype Underlayment: - Ifsolatimi: f2 2 Venttietion? • • • •. • • • .• • • ••• • ••• /LA ie8arrie: _. Fastener Type AS-peeing: .Adhesive Type; Ij / y & P d f k N w pe Cep Sheet: 4 Tan Roof Height: 8 Roof' Covering,: cod em 41 ts5 Type $ Size Drip dge: 3>e 3 HIGH - VELOCITY HURRICANE ZONES Merida Bu1h1 ng 6odevEtiltion 1004 ldi tt Velo iV.I uritcarta:Z:one liblifett.. •petnut' is i form. • -t - Se ion E (Tl a Calcui 19nst orManrent based•'tile systems; choose either Mottled 1 or. x, Compared tIie:values .for MTVi th the volue& from Mr. It the Mt values are' greater- thi m or equal to the 1Vf r values, for earl-area -txt`jthe'rotifilleu the tileattaclunentmetl;tod is :aereptable. Method 1 "Moment Eased Tile Caledutikis.Per RAS 121" (PL:# '17 de 0'1 Ly. = 1041 )- Mi 6.') =M+t 'J4 Product Approval M, ! % `a (): —4l J A. O. W = & Z. t4.) - Mi d • ..-Mn /6r f Z Product Approval M, 4/0 4 — %S.i :x A. a. 2'i = /. p = My3 M. f%. Product Approval M, eV, &d: legakked'Momerit of Wesistanee (lpl jrxem Table 13elmv Product Approval M, ••••• •••• •••• • • •••• •�.�.••• • •• • 11 • • .•• • ••• • 11 • • • ••• • •• • • • • • •• m,42tmstir i It umeet to - • • • 'Maio Rooff'etght -- Rgot'Stope . is' liThers•t0 (held 20' Rfi' • • Sip' • • • • .•+)0' ' &4r. atiASC 2:12 344 • .3s S 38,2 39.7 ' 7j • , 3:42 32.,2 Product Approval . :4 36-3) . 3.:4 i • • • • As • •3X.3 ' 4:32 104 • • Product Approval 32.2 4%8 3 "! alacd • "6:42 ' B,+J• Product A, •, . vai . 31X:9 - 39:$ , :fl 3Aa9 B:1.2 144 Produce Aarrroval .28:•9 '2D.4 `3®.li 3Ya0 he:ti *Iptarr ft llea _ 1"12 :2414 2129 17'1 18. 41).0 • *Must be used in eotzjunction iettb.a - ol'••momettf:•based fiic.spsteats:'eudot;ted' by •tbe Droved f ottuty Rnard•of3&tYos and .Acp s. For tip#ift based tile systems use•Met)tted . CQ�.tlln vainer ' F' viltbithe va19e3 far -33; Xf the:F' values pare.greaterthan.a1 equamlle. the F, •values, for eaab urea of' tbe•.ro> f.,:theu -thAliteldiusignettelmothett ietakeeptabie. i ethvtla`4X'Jp1Eftttrsecl' ile Caleo}u't'teha.P..es RAS 129x' (PI:: x Product Approval F. :(t'= : ___ x 1: _ s tiv b ) X Cos Fes. Product Approval F (P3::____ zit____ = 4'019 .9: = t7;f; Product Approval F • • •mil!?=t<X,$' +, , clidegautlion _. Desettption *43)491 liThers•t0 (held Demo.' E • sune' P •orl?2or13 ItAt 127'Fatilbdiarby ea ct,gaaat s 7 ' &4r. atiASC Nitatritu '3:ieight 11 _ .i61%Saa Plot* it .,JW .Aaott nda.h ltip'lier• x. Product Approval . itgs0A10l to ' Product Approval . . l y • • Product Approval •Iicgdired IttsL_ r It asis alacd •tvibdann rAttadaneat '.r »• . 3' Product A, •, . vai . �r F :Ctltcu Q . Aytra' - Pild`W03gitt QN Produce Aarrroval • TiioDimonsiona r' 4.1taleh Product Approval w=viv let ;All alcatemir:aluotbesulintitkdtoti BnTding.011Tdatat he:ti *Iptarr ft llea _ . FLORIDA 'BUILDING CODE — RESIDENTIAL 44.23 r Floricta 64044 Cadnealitfcm ft V&Oft U neoietjnft'oym PSerinitA p�lleatk,n Inn 'S n aifLOtaJoilectipolivaliou ivsimenz Roof, Awrably corino pants ,-Ralteii r $061/10 IcirAn'effireSatier Sht ant ittentifViVisti tifietimir Attradinient ga.toniponenEWridttaftii Met/14(61'W) ByetkiiI•Vlanut eet: 14,.'445 NOA110.4 . C Oc 10. DefkIll'1114Pri Pliaseures; FiotrI1W1201erCelootallone:. Flew qc*Lopil-Rows.. F...og Pfinnieter, 3 domar :1111F.OPROVIV i!Alc Nurtiberat katersemParinsuldion pire*ri 7(14"-f 1- f 1 litipc,•11ssigerPressure;#nerrthespeciroVA 4,imetm; — -a Beek Type: . • $gi.4 17s7F/4.4nd 60.40 vvr eagrildiniostr $19.PoL12-. AndhogoeshaeorNo. Pm* tel Andeniguse,Abeei Fastenp9lBendln0 Meterli* institution Base Layer.. 0° • , Base.ln4urstforterzaiind TIVOlviefiek 161'c cifir /, • Fitesegnsels1ion,FeettnetittendingUdiken, ity4fow( 4 arisz, ?ireti....ezetA(444441 6411-3). ToplesOlgitibraver.- /144- Meld /1 Pig knEctilf /0 aarnet • • • •••• • • loystrat000mpontpx.tatit~ofitt • : • DOWN ;ROP141041)1P1 We:400km, 'tuttar„. Ectga llthiltattEm, SttiFitSit0 nar4r(i .tatinfitiatati IdL Pant Pi* 9 PtishInv, •07nitriter- • @Plashing, tap , eta Itit(taatb; Mean Kral tteight; Pinatigt•Aight, Height Bs Iash1ng1. Ogimposetaitakerial, Material Thldknesq. Pattlener "TygeN Flamer %rosiltoolituttles;,Eiottus that getnAqiittrfttit 1 in-twitlIlilapor +112.. • wipt4ou Vittaco,Adi) TA* JtigblEftrOWSWeliirFtitklinGlii: TOp:InsuittlieferagtenetiBonstIngldlebariakt Iitigialiihetitoir)4Warwyo)s:. 190Arn laiwgpaiiti)Falltariej/Esintilrsediatistr /WA:44M --tioarbit.0014. A-11A) WShett(S,14-iNtim019ftiy.. iga11400. /kVA' ,Pierliwafitwaronoliviiittelim (ry,4) irairom Mg AIRO tirrvAlav rivne 111 rem II way:Fastftet;fitiel _ Afkorfra- 4) tan ek:97AtreTiveciev4. Al fi. AA14- RA..vw,71491) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • fkwapet .1461011t OirvAucv ,0(.5ro1 1; FLORIDA BUILDING CODE — RESIDENTIAL •Wan Root Height 44.21 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Forensic Engineering Consultants, Inc. Project Name Project Address Deck Substrate Configuration Category Exposure Condition Building Type Slope V Uplift Pressures qZ K� 39.426 0.850 BASE SHEET ATTACHMENT CALCULATIONS Lam Residence (2 Non - Insulated Areas) 841 NE 98th Street Miami Shores, FL Wood Flat II C Enclosed FEC Report No.: Mean Roof Height Roof Area (Total) Roof Width Perimeter Width Parapet Height 0.0 Slope H 12.0 Slope Angle° qZ = Kzt 1.00 0.00256 Ka Kd V2 1 P = qZ (GC?) Kd V 1 GCp GCA • 0.85 146 1.00 -1.00 -1.80 -2.80 Field P1 -46.52 psf Perimeter P2 -78.06 psf Comer P3 - 117.49 psf Proposed System PolyGlass Modified Bitumen Roof System Product Approval No. 06- 0410.06 (Page 42 of 44) System Design Pressure -60 psf Base Sheet Width 36 inches Side Lap 4 inches Fasteners 11 Gage Annular Ring Shank Nails and 1 -5/8" Dia. Tin Fastener Spacing in Lap of Base Sheet 8 inches Fastener Spacing in Field of Base Sheet 8 inches Min. Characteristic Resistance Force -35.56 lbf Fastener Spacing {(MCRF /P;) x 144} /Row Spacing No. of Rows of Fasteners 3 Field Fastener Spacing Perimeter Fastener Spacing Comer Fastener Spacing 10.32 6.15 4.09 RECOMMENDED BASE SHEET ATTACHMENT PATTERN Field Perimeter Comer 1 row in the laps at 8 inches o.c. 1 row in the laps at 8 inches o.c. 1 row in the laps at 6 inches o.c. LRI -BS- 08.001 11.0 Feet 1120 Sq.Ft. 22.0 Feet 3.0 Feet 0.0 Feet 0.00 • .•• • • •••• •• • • • • • • •• • • • • • 0.18 •"Pield •• 0.18 "•I5erimet &r " 0.1 4, • • •cmer • ' • • • • • • • • • • • •• • Net Width Caps # Rows # Rows 4 5 13.76 8.20 5.45 17.20 10.25 6.81 • •••• • • •••• • • • • • • •• • • 32 inches 1 2 • • • • • • •• • • • • 6 20.64 12.30 8.17 2 rows in the field of the sheet at 8 inches o.c. 3 rows in the field of the sheet at 8 inches o.c. 4 rows in the field of the sheet at 6 inches o.c. These calculations have been done in accordance with ASCE 7 -02 & RAS -117, based on the information provided by the contractor. The roof system must be installed in accordance with the FBC & manufacturer's recommendations. Sincerely Forensi Engineering Consultants, Inc. 14 R. N. Sailappan,.P.E. Principal Engineer Florida Registration No. 46696 Forensic Engineering Consaitants, Inc. (CA #8265), P.O. Box 970034, Boca Raton, FL - 33497 Ph (561) 901 8490 Fax (561) 218 3830 Forensic Engineenng Consultants, Inc. Project Name Project Address Deck Substrate Configuration Category Exposure Condition Building Type Slope V Uplift Pressures q: KZ 39.426 0.850 Field Perimeter Comer INSULATION BOARD ATTACHMENT CALCULATIONS Lam Residence - Flat Roof (2 Insulated Areas) 841 NE 98th Street Miami Shores, FL Wood, Insulated Flat II C Enclosed qz = K4 1.00 Pi P2 P3 Proposed System Product Approval No. System Design Pressure Insulation Board Dimensions Fasteners Min. Fasteners per Board 0.0 Slope H 12.0 0.00256 KZ Kd V2 1 Kd V 0.85 146 1.00 -46.52 psf -78.06 psf - 117.49 psf FEC Report No.: LRI -IB- 08.001 Mean Roof Height Roof Area (Total) Roof Width Perimeter Width Parapet Height P = GCp Slope A:gle'•• qZ (GCp; Gf GC„ p •••• • i• 11.0 Feet 783 Sq.Ft. 13.0 Feet 3.0 Feet 0.0 Feet • . • • • • • •• • •• • • • • • •• -1.00 0.18• •: ftgld • • -1.80 0.18•• Perimeter -2.80 0.18:' Omer • PolyGlass Modified Bitumen Roof System 06- 0410.06 (Pages 22 of 44) -82.5 psf 4' x 4' x 1.5" (min. thickness) Approved Fasteners 12 Min. Characteristic Resistance Force - 110.00 lbf No. of Fasteners Required Fastener Requirement • • •••• • • • • • • •••• •• • Insulation Board Area NF = (Ins. Board Area x Pi) / MCRF Field 6.77 RECOMMENDED INSULATION BOARD ATTACHMENT PATTERN Field Perimeter Corner Use 12 Fasteners per board Use 12 Fasteners per board Use 18 Fasteners per board Perimeter 11.35 •• • • • •• • • 16 Sq.Ft. Corner 17.09 These calculations have been done in accordance with ASCE 7 -02, based on the information provided by the contractor. The roof system must be installed in accordance with the FBC & manufacturer's recommendations. Sincerely Forensic Engineering Consultants, Inc. ek, R. N. Sailappan, P.E. Principal Engineer Florida Registration No. 46696 2 fnJoa • • • • • • • • • • • • • • • Forensic Engineering Consultants, Inc.(CA #8265), P.O. Box 970034, Boca Raton, FL - 33497 Ph (561) 901 8490 Fax (561) 218 3830 • SECTION 1524 HIGH - VELOCITY HURRICANE ZONES -- g REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDER TIONS .; 20 1524.1 Scope. BY:__ As it pertains to this section, it ie-the-respensibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the . The owner's initial in the designated space indicates that the item has been • • elks- workmanship: The workmanship provisions of Chiptdr :15 (tJIghyelodty 0 Zone) are for the purpose of providing that the roofing system malts* gad wind and water intrusion performance standards. Aesthetics (appearance) are not a on with respect to workmanship provisions. Aesthetic ispaee• such as color at chit- .<< .1 appearance, that are not part of a zoning code, should be addressed as per of the. agreement between the owner and the contractor. • • • • • • • 2. Renailing wood decks: When repladng roofing, the existing woorfotradecic mat have to be renailed in accordance with the current provisions of Chapter 16 High Vel 'lyaricanti Zones) of the. (The roof deck is usually concealed prior to removing themistiog roof em.) • 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 ring work to �, ^ be performed. 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 -tying 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. • .. .. • 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 trail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. • • • • 6. Overflow scuppers (wail outlets): It is required that rainwater flow off so that the roof Is not overloaded from a buildup 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 instal' overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the dy �9 interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. h may be beneflciai to consider additional venting which can result in extending the service life of the roof. ‘"' e oz. 1- tazeT Owner's /Agent's Signature • ate Contracto ignature Date • M IA M BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. Hillis product or..•. material fails to perform in the accepted manner, the manufacturer will incur the expense oh, aeeb testing•... • and the AHJ may immediately revoke, modify, or suspend the use of such product or ;Aged with• •• their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined bo I ni -Dane • • County Product Control Division that this product or material fails to meet the requi aae its of the • • applicable building code. ••••• • • • •• This product is approved as described herein, and has been designed to comply with the laltrrida•Buildir• •: L. Code, including the High Velocity Hurricane Zone of the Florida Building Code. . • • • • • • DESCRIPTION: Polystick P, Basik, IR/IRX, TU, TU Plus and MU Underlayment •• • • •• • 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 revises NOA No. 06- 0424.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Acebo. • ••••• •••.• NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 1 of 6 000000 • • ••••• • ••..• • 00000 • • • • 000000 • • ROOFING COMPONENT APPROVAL Category: Roofing Sub - Category: Underlayment Material: SBS , APP Self - Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Test Product Dimensions Specification Description Polystick P Roll: ASTM D 1970 A polyethylene top surface, self - adhering, underlayment 75' x 3' SBS polymer modified bituminous sheet 40 mils thick material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick Basik Roll: ASTM D 1970 A homogeneous, rubberized asphalt underlayment 65'8" x 3'33/8" waterproofing membrane, glass fiber 60 mils thick reinforced with polyole fmic pl n ono , :: • upper surface for use alt ppelet1aymept for• metal roofing. • '..' • Polystick IR/IRX Roll: TAS 103 and A fine granular /sand tonbffaMe self- • underlayment 65'8" x 3'3-3/8" ASTM D 1970 adhering, APP polymer mo$!fied, :•• '. 80 mils thick fiberglass reinforced, bijtyminous sheet • material for use as an up j14,1ggment 21t • • • • sloped roof assemblies. aasigned as an. ice & rain shield and a9a fiatsoof tils• • • • • • underlayment. •••• Polystick TU Roll: TAS 103 and A heavy granuled surface° "self adherion .: • underlayment 32' 10" x 3'3-3/8" ASTM D 1970 APP polymer modified, fiberglass or 100 mils thick polyester reinforced, bituminous sheet material for use as an 'underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A non - wicking fabric surfaced, self - underlayment 65'8" x 3'3 -3/8" ASTM D 1970 adhering, APP polymer modified, (Facer of Membrane 80 mils thick fiberglass reinforced with a high strength Labeled in Orange polyester fabric, bituminous sheet material or Black Ink) for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. Polystick MU Roll: TAS 103 and A non - wicking fabric surfaced, self - underlayment 65'8" x 3'33/8" ASTM D 1970 adhering, APP polymer modified, 80 mils thick fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 2 of 6 EVIDENCE SUBNIITTED: Test Aaencv Exterior Research & Design, LLC PRI Asphalt Technologies Test Identifier #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 PRI01111 PUSA- 005 -02 -01 PUSA - 018 -02 -01 PUSA- 035 -02 -01 PUSA- 033 -02 -01 Test Name/Report TAS 103 ASTM D 1970 TAS 103 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 Date 04/27/01 08/14/01 08/29/05 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self - adhered. • • • • Surfacing: None • • .. • • • . • • • • • •. • 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten 4dQse deg • • panels, and sweep the deck thoroughly to remove any dust and debris prior to apj, c� iion. • • • 2. Place the underlayment over metal drip edge in accordance with RAS 111. • • • • • • • 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain aaximn• • contact. Remove the release film as the membrane is applied. . All side laps shall bq a minitt g • • of 3-'/2" and end laps shall be a minimum of 6." Roll the membrane into place a!tex feitoving the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall beback. • nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No 06-0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 3 of 6 GENERAL LIMITATTIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P, Basik and IR/IRX may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, and quarry slate roof assemblies. Polystick P and Basik shall not be used as roof tile underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polystick P and Basik shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick IR/IRX, or MU shall not be left exposed as a temporary roof for longer than 90 days after application. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida •••• Building Code and Rule 9B -72 of the Florida Administrative Code. '••••' 8. In roof tile application, data for the attachment resistance of roof tiles shall be as 32t fcfrth in tife. • roof rile manufacturer's Notice. Polystick TU, TU Plus and MU may be used inbol'a2hesive set' • and mechanically fastened roof tile applications. Polystick IR/IRX is limited to n�egiiinically • • fastened roof tile applications. The maximum roof slope for use as roof tile undliient foj • • • • (direct -to -deck) tile assemblies shall be as described below: • Tile Profile Polystick IR/IRX Polystick MU Poly ?tick'TU, TIT Plus • tigo4nnitation• • • No limitationl• • • • • Flat Tile 5:12 No limitation Profiled Tile Prohibited 5:12 The above slope limitations can be exceeded only by using battens and counter battens tit accordance • • • • with the Approved Tile System Notice of Acceptance and applicable Florida Building Code • • • requirements. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of file directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedure. 6I Roofing Tiles (6 Max. Per Stack) 12 NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 4 of 6 GENERAL LIMITATTIONS: (CONTINUED) 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, Basik, IR/IRX, TU, TU Plus & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, Basik, IR/IRX, TU, TU Plus & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basik, IR/IRX, TU, TU Plus & MU is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, the Miami -Dade County logo or the following statement: "Miami -Dade County Product Control Approved" BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in o• evaluate the installation of this materials. • • • rder to proposly • POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK� • • Rig'. • • • 1. Polyglass does accept the direct application of Polystick underlayment membrar} :to wood ct•ecks.° Installers are cautioned to refer to applicable local building codes prior to directdeCk,•i1stallaaitytr • • to ensure this is acceptable. Please also refer to applicable Product Data Sheetsaf�s. • corresponding products. • • • .... • • 2. All rolls, with the exception of Polystick TU Plus and Polystick MU should be b *loathed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank•type„ • applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus and Polystick MU should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass 2000 MB Plus trowel grade or other approved premium SBS modified trowel grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick Basik. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6 1/ "/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 5 of 6 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick TU Plus, Polystick MU may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass MB 2000 Plus Trowel Grade Mastic or an approved premium SBS modified trowel grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. •••• 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick:membranes And..' PolyProtector UDL can be furnished upon request by our Technical Services Department by : •. •. calling 1(800) 894 -4563. • • • • • 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self -.. adhered underlayments. Warranty must be requested and registered by Polyglasste•lbe' in forte •.' 14. Questions in regards to the application of Polyglass products should be directed ,,tp•gq,'Techr4aa)•: • Services Department at 1 (800) 894 -4563. • • • • 15. Polyglass recommends that applicators follow good roofmg practices and applicable p!ocedur8 §13. outlined by the National Roofing Contractors Association (NRCA). • • • • •• • •• • • .. PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIM TATIONS OF • SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 6 of 6 M 1 A M 1•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 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 the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fail§ to per£dtfft, the accepted manner, the manufacturer will incur the expense of such testing and the AHJ mayi'i ediate r '' revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA•.•.reserve• s; he npht to revoke this acceptance, if it is determined by Miami -Dade County Product Control Divisft ? aat 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 F1Mi1a�uildinn Code, • including the High Velocity Hurricane Zone. DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa DoubleEaAI, Golden 'Eagle Low Profile Concrete Tiles • • • • • • • • • • .. • .• • 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 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 1 of 9 •••••• • • • 000000 • • •••••• • • ••••• • • OOOOOO • • • •••... • • •S•••. • • ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Deck Type: Roofing 07320 Roofing Tiles Concrete Wood 1. SCOPE This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofmg Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Bel Air Concrete Tile Bel Air Double Eagle Concrete Tile Ponderosa Concrete Tile Ponderosa Double Eagle Concrete Tile Golden Eagle Concrete Tile Trim Pieces L = 17" W =12%" Thickness =' /z" L= 17" W = 12 ''' /" Thickness = %Z" L = 17" W =12%" Thickness = %x" L = 17" W = 12 ''' /" Thickness = '/2" L = 17" W= 12%" Thickness =' /z" 1= varies w = varies varying thickness TAS 112 TAS 112 TAS 112 TAS 112 TAS 112 TAS 112 Product L .. • Descriptio • • I..• Flat profile concrete roof tile ockuipped w nth two nail holes. For adhesive sot, 'Meet dick' • . • or battened nail -on applicatibise • • • • f• •• • •••••• Flat profile concrete roof tilgaj ped with two nail holes. For adhesive sef, direct deck' or battened nail -on applications.. • • • Flat profile concrete roof the with'slate ihtsslr • equipped with two nail holes. For adhesit8 • set, direct deck or battened nail -on applications. Flat profile concrete roof tile with shake fmish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile brushed finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. .•• • • •••• •• • • • NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 2 of 9 • .• •••••• • • • • OOOOO •••. •• • •••..• • • • OOOOOO • • ••••.. • • 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. ERPF- 001 -02 -01 7161 -03 Appendix III 7161 -03 Appendix III 7161 -03 Appendix II P0402 Letter Dated Aug. 1, 1994 P09647 -01 94 -084 25- 7094(2, 5, & 8) 25- 7183 -(5 thru 6) 25- 7214 -(1, 5 , & 8) 25- 7487 -2 25- 7496 -(1 & 4) 25- 7804 -6 520109 -1 520111 -4 520191 -1 Calculations Calculations Test Name/Report TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 •••• •4 . 1994....' • • •• • •••••• • • • ...Way 1994 • �•...• •,,, bct• 1994 • . • 00 •• •....• • . . ". rb. 1995 • • . • • •••Iv irch, 1$ 5, • • . • Dec. 1995 Dec. 1995 Sep. 1996 Dec. 1998 Static Uplift Testing March 1999 TAS 101 Aerodynamic Multiplier Sep. 2006 Sep. 2006 Restoring Moments Due to Gravity NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 3 of 9 • *•..• • • • 000000 • . 000000 • • 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofmg 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 ..i • . 1 11. 1111 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. 4. INSTALLATION • • • • 4.1 Eagle Roofmg Products LLC Bel Air, Bel Air Double Eagle, Ponderosa; Geltlen Eaglet •• • Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shaLl•lbe ixista11eQ • strict compliance with Roofmg Application Standard RAS 118, RAS 119 and 134§.120. • • • • 4.2 Data For Attachment Calculations • • • • • • • • • • ••.••. •••• ' • • • • • • •• 000000 • • • •••••• • • Table 1: Average Weight (W) and Dimensions (1 x w) • •' •• •' • • • • •Wiiiti-w (ft) ..•, • . • •' • •. Tile Profile Weight -W (Ibt) Length -I (ft) Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 11.4 1.42 Profile • 1'03 • • '. • • • NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 4 of 9 • •• ••••. • • ••••• •••••• • • • • 000000 Table 2: Aerodynamic Multipliers - A (ft3) Tile A (ft3) A (ft3) Profile Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 4 of 9 • •• ••••. • • ••••• •••••• • • • • 000000 Table 3: Restoring Moments due to Gravity - M" (ft-Ibf) Tile Profile 3 ":12" 4 " :12" 5 ":12" 6 ":12" Greater than 7':12" Bel Air, BeI Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 • • • 1 -10d Smooth or Screw Shank Nail 7.3 .'•4 g " ••••• •. • • • • 2 -10d Smooth or Screw Shank Nails ___________________ • •••••7.4 - • 1 #8 Screw 30.8 30.8 •••18.2 :'• 2 #8 Screw 51.7 51.7 .•._ 24.4 ' 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 ' • • • 24.2 ... 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 • ' ; 22.1 • • . 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 ••. • ••. 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 _'•' • - 2 -10d Rin • Shank Nails' 50.3 65.5 48.3 1. Installation with a 3" tile headlap and fastemers are located a min. of 2 %" from head of tile. NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 5 of 9 • • ••.•.• • • • ••.••• • • 000000 • • • • 00000 • • ••••• •••••• •' • 0000 oo • • 000000 Table 5: Attachment for Two Resistance Expressed as a Moment Patty Adhesive Set Systems Tile Application Mf (ft -Ibf) _ Minimum Attachment Resistance Tile Profile Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Adhesive2 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) Expressed as a Moment - Mf (ft -Ibf;. • :.. Set Systems .... Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Poly Prom' 118.9" PolyProTM 40.4° 4 Large paddy placement of 45 grams of PolyProm'. • ..• 5 Medium paddy placement of 24 grams of PolyProTM. ... . • • • Table 5B: Attachment Resistance for Mortar or Adhesive Expressed as a Moment - Mf (ft -Ibf;. • :.. Set Systems .... . • ' Tile Profile Tile Application At ac4inent Resistance i 9. • Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Mortar Setb • 13 • • • • • . • • . • • • .... 0 • 6 Tile -rite Roof Tile Mortar. • •• 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". • •' • • • •• • • • • • • • EAi?fr FLORIDA BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 6 of 9 •••••• • •• •••••• • • 000000 • • ••••• • • 00000 •••••• • • • •••••• • • •••••• • • 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS ••• •....' • • ..•.•• •• • • • • • • •-- • •• • • • 000000 •••• 1 BEL AIR 12%1' • • •••• •••• •••••• • • •• •. :••••• • • • • • • • • • •• • • • •• • ••.••• • • • • • • •• ••••• ••.•.• •••.•• • ••..•• • • • •••• • • • •••••• •••• • • •• • ••••.• • • • • • •• • NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 7 of 9 BEL AIR DOUBLE EAGLE PONDEROSA .•.• • • • • • • ••.• 000000 • 000000 PONDEROSA DOUBLE EAGLE .•••.. •• • • al • • • • •. • 000000 • • • • • • •. 00000 • ...0.. •.:..' • ••••.. • • • •••. • ..• ••.... • • • • .. . NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 8 of 9 GOLDEN EAGLE END OF THIS ACCEPTANCE • • • • •••••• • 000000 ••l. • ••••• ••...• • • •• •• ••••o. • • • • • • •••• • • •••• . • •••• •• • • • • • •• • •. • • • • • •• • • ••••.• • • •••• • • •. • • • • NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 9 of 9 MIA M I DARE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (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 suchoroduct or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it.is determined by J "CCO 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 I Ziolocity Hurricane • Zone of the Florida Building Code. • • • • • • • • • • •••• • • •• DESCRIPTION: Polypro® AH160 • • • RENEWAL of this NOA shall be considered after a renewal application has been filed ald tim has beenno 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 theme Irb 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 renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 • • •• • • • • • ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves Polypro A11160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of 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 compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Polypro® AH160 N/A Foampro® RTF1000 ProPack® 30 & 100 N/A N/A Test Specifications TAS 101 PRODUCTS MANUFACTURED BY OTHERS: Product Description Two component polyurethane foam adhesive Dispensing Equipmedt .'. Dispensing Equipment • •... • • • ..• • • .•.• .• • • • • .. • •. . •. • • • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a cur tft ty)A w1 • eli` • • list moment resistance values with the use of Polypro AH160 roof tile adhesive. • PHYSICAL PROPERTIES: Property Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content .. . • •••• • ▪ • • •. • •• • • .. .• • Test Results ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 1.6 lbs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: 1. Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB- 589 -631 9637 -92 01 -6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 Test Name/Report TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 TAS 101 10/23/91 • • • • • • • • • •• • • •• • TAS 101 42/28/08•• TAS 101 • •••• • • •••• • • • •• • • • • • • .• • • • • Q3/02/49 • • • • • • •••• • • •••• • • • •• • •• • • • • • • Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® A11160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. 1 i F `. 2 F'= MS W NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polyproo AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. •••• 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 14:10 dispensing• • • • • equipment only. • • 7. Polypro® AH160 shall not be exposed permanently to sunlight. • •.• '' • 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 m+i tttes after • • • Polypro® AH160 has been dispensed. • • • • • • • • • • • 9. Polypro® AH160 placement and minimum patty weight shall be in accordance wit$•1$e Placeemen4• • • Details' herein. Each generic tile profile requires the specific placement noted he�eri� � • • • Table 1: Adhesive Placement For Each Generic Tile Prof& ' . .. Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two 1PadfyWeigl per paddy Min... ' (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • • • • • • • •' NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Optional2x4's for •••• 1) Place enough adhesive to achieve lTto73 steeP Pita square Inches In contact with the pan the • • 2) Tem covers upside down Place adhesive V2In, To 1 In. From outside edge of cover tile. Then install the ttle. Undlerlayment ••• • • • • •• • • • • R top portion oftheeave course cover to Abut to second Course of pan Iles. Ensure eave end of pan and cover lies are hush at save One Eavve closure l l Weephode Fascia • Optional Pohd*up Mortar on edges of NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY • • •• •• • • • • • • • • • • •• • • •• • • • • •9 • • • • • • • • • • •'••• • • •••• • • •• • • • • • • •• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy (between file) Paddy (under tile) • 3 in. I x3 in. Single paddy on under- layment Single paddy under tile Single paddy on top of tale /fr. 2 in. X7 in. medium size paddy eave Fascia • course only Eave course Nail through plastic cement Nall through plastic cement Single paddy under tile Single paddy between the 2 In. x 7 in. medium NN.Nt size paddy eave course only Underlayment 1 Ittn.x3in. 4in. Single paddy on under- layment Single paddy on top of tile Eave Course Single paddy under tile • Single paddy between tile r in.x 3 in. Single /paddy on underlayment 4in Single paddy on top of tile Eave Course Eave Closure 2 in. x 71n. medium Fascia size paddy eave course only END OF THIS ACCEPTANCE • • • •••• • • • •••• • • •• •• • • • • • • • • • • •• • ascta Oe phole e ctoawe •• Drigedge : . • • •• • • • • •••• • • •••• •• • • • • •• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 • • • • • • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations governing the re of: onstrc aken.' materials. The documentation submitted has been reviewed by the BCCO and acceptedd bythe Code and Product Review Committee to be used in Miami Dade County and other Itear Where allowed by the Authority Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The BCCO'(`Ifi Mian? Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right.foniaste this :radiict or material tested for quality assurance purposes. If this product or material fail : .t.o .perfornm in t he accepted manner, the manufacturer will incur the expense of such testing :an c; tie AHJ may immediately revoke, modi fy, or suspend the use of such product or material witin thpir juristitir BCCO reserves the right to revoke this acceptance, if it is determined by BCCO'IJ t ttis prociifct.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 Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Modified Bitumen Roofmg Systems Over Wood Decks 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 revises NOA # 03- 0915.05 and consists of pages 1 through 44. The submitted documentation was reviewed by J L. Acebo../� NOA No.: 06- 0410.06 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 1 of 44 Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank, fastened with wood screws at 6" o.c. System Type C(1): All layers of insulation are mechanically attached to roof deck. Membrane is subsequently adhered to insulation. All General and System Limitations apply. Insulation Layer Insulation Fasteners Fastener (Table 3) Densistyf&i2• • ENRGY -2 or Polytherm • •... • • • Minimum 1.5" thick 1, 7 or 10 " ' 1:133V • •• Note: All layers of insulation shall be mechanically attached using the fastener dt'ttIitp'listed above. The insulation panels listed are minimum sizes and dimensions; if larger paa'els've us$d,.tite, number of fasteners shall be increased maintaining the same fastener density.•' !?lease r!fer fo Roofing Application Standard RAS 117 for insulation attachment. • • • • • • • • • • • • Base Sheet: None • • • • Ply Sheet: One ply of Elastoflex SA -V self adhered. " • • • • . •• • •• • • • • • Membrane: One ply of Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Xtrafltx' Xtraflex G or Xtraflex G FR torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot asphalt applied or one ply of Polyflex SA P FR, Polyflex SA P, Elastoflex SA P, Elastoflex SA -P FR or Elastoflex SA -V FR self - adhered. Surfacing: (Optional) Install one of the following to obtain required fire classification. 1. Gravel or slag at 400 Ibs/sq or 300 lbs /sq, respectively, in a flood coat of approved asphalt at 60 lbs /sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free Aluminum Roof Coating at 1' /2 gal/sq. 3. Kokem Products Sunguard Acrylic Roof Coating at 1 gal/sq. 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro - Grade Aluminum Roof Coating at 11/2 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 1Y2 gal/sq. Maximum Design Pressure: -82.5 psf; (See General limitation #7.) NOA No.: 06- 0410.06 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 22 of 44 Deck Type 1: Wood, Non - Insulated Deck Description: 19/32" or greater plywood or wood plank, fastened with 8d common nails at 4" o.c System Type E(6): Base sheet is mechanically attached to roof deck. All General and System Limitations apply. Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing: One ply of CertainTeed GlasBase, Polyglass Base, Elastobase, Firestone MB Base, JM Perma -Ply #28, Tamko Glass Base or GAFGLAS #75 fastened to the deck as described below: Attach base sheet using 11 ga. annular ring shank and 1 -5/8" dia4net�f in caps • • • • • spaced 8" o.c. in a 4" lap and 8" o.c. in two equally spaced stagge'r8d r8ws intlig • center of the sheet. • • • • (Optional) One ply of Elastobase, Modibase, Perma Ply No. 28,0F'lasfaflex Sd,' • • • Elastoflex V, Elastoflex V 2.5 or one or more plies of Type IV Q °Ijly sheet adhered in full mopping of approved asphalt applied within the goV gfnge a Oa • rate of 20-40 lbs./sq. or Elastoflex SA V self - adhered. • One ply of Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybonc� G, Xtr Vii,. • Xtraflex G or Xtraflex G FR torch applied or one ply of Elastoffe•486„ Elastoflgx S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or ce •' asphalt applied or one ply of Polyflex SA P FR, Polyflex SA P, Elastoflex SA P, Elastoflex SA -P FR or Elastoflex SA -V FR self - adhered. (Optional) Install one of the following to obtain required fire classification. 1. Gravel or slag at 4001bs /sq or 300 lbs/sq, respectively, in a flood coat of approved asphalt at 60 lbs /sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free Aluminum Roof Coating at 11/2 gal/sq. 3. Kokem Products Sunguard Acrylic Roof Coating at 1 gal/sq. 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 1' /2 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 11/2 gal/sq. Maximum Design Pressure: -60 psf; (See General limitation #7.) NOA No.: 06- 0410.06 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 42 of 44 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1 Fire classification is not part of this acceptance, refer to a current Approved R9,.fwg Materials Directory for fire ratings of this product. ' 2. 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 full mopping of apprgved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically ai•ached'uri the fastening pattern of the top layer • • • • • • • • • • 3. All standard panel sizes are acceptable for mechanical attachment. When •appttd in apprctc+ed asphalt, panel size shall be 4' x 4' maximum. • • 4. An overlay and/or recovery board insulation panel is required on all applicati fir: s ower clos %d ee,11 foam insulations when the base sheds y mopped. If no recovery board i� •u��:t he bale s%l et • • shall be applied using spot mopping wir pproved asphalt, 12" diameter cirekt,,a4" o.e.;erst p mopped 8" ribbons in three rows, one at each side lap and one down the center c tv ,sheet alloying a continuous area of ventilation. Encircling of the strips is not acceptable. :A 6" preak $ jl.be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of ether systeaa she'll be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be lim4lbed tpo a mrimim • • design pressure of -45 psf. •• • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida,registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofmg Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofmg Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither 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.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE • • • • •• • • NOA No.: 06- 0410.06 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 44 of 44 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #: /2-'4 O Q I, /'z 15$4/Q 'W77o DATE: D Z Zl - Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: ‘q 1 V1 From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: /4 RESUBMITTED DATE: PERMIT CLEARK INITIAL: --+ Forensic Engineering Consultants, Inc. City of Miami Shores Building Department Miami Shores, FL Attention: Chief B Sir /Madam: ilding Inspector As requested, a repres subject site to observe th report transmits the results February 18, 2008 f Truss- to -Wal LGonnections -Story SF Re ' ` lice 841 NE 9&' reet Miami Shores, FL e of • -nsic Engineering - -' Consultants, Inc. (FEC) visited the f to truss wall connections on February 14 and 15, 2008. This our observation and the suitability of the connections. OBSERVATIONS On February 14 and 15, 2008, our representative visited the subject site. The residence is a one story building, likely construct 'in the 1970s. The roof has both hipped and gable roof sections. The truss spacing is - feet o.c. with spans ranging from about 12 feet to 26 feet in length. Some of the trusses ached to the framing members with hurricane straps. Initially we could not observe all •,�� a areas. On our subsequent visit, our observations indicated that a total of six (6) nails were present for the strap to truss connection for the longer span trusses. Install roof truss bracing, including at gable ends, as per the Truss Plate Institute Summary Sheet HIB -91, before installing new roof where required. LIMITATIONS OF STUDY The engineer warrants that the findings, recommendations, specifications, or professional opinions contained herein have been promulgated based on cursory observations and the information provided to us. This report addresses only the roof truss connections and has been prepared in accordance with generally accepted professional engineering practice. No other warranties are implied or expressed. We appreciate the opportunity to be of service. If you have any other questions, please call. Sincerely, Foren• Engineering Consultants, Inc. Lo R. N. Sailappan, P. Principal Engineer Florida Registration No. 46696 • p,liglo8 Forensic Engineering Consultants, Inc, PO Box 970034, Boca Raton, FL 33497 Ph(561)901 8490 Fax(561)218 3830 Forensic Engineering Consultants, Inc. City of Miami Shores Building Department Miami Shores, FL Attention: Chief Binding Inspector Sir /Madam: February 18, 2008 oof Truss -tor Connections 1 -Story SF idence 841 NE 9 Street Miamk$hores, FL As requested, a representative of Forensic Engineering Consultants, Inc. (FEC) visited the subject site to observe the roo'to truss wall connections on February 14 and 15, 2008. This report transmits the results of our observation and the suitability of the connections. OBS ° VATIONS On February 14 and 15, 2008, our re - esentative visited the subject site. The residence is a one story building, likely construct- • in the 1970s. The roof has both hipped and gable roof sections. The truss spacing is - feet o.c. with spans ranging from about 12 feet to 26 feet in length. Some of the trusses attached to the framing members with hurricane straps. Initially we could not observe all of the areas. On our subsequent visit, our observations indicated that a total of six (6) nails were present for the strap to truss connection for the longer span trusses. Install roof truss bracing, including at gable ends, as per the Truss Plate Institute Summary Sheet HIB -91, before installing new roof where required. LIMITATIONS OF STUDY The engineer warrants that the findings, recommendations, specifications, or professional opinions contained herein have been promulgated based on cursory observations and the information provided to us. This report addresses only the roof truss connections and has been prepared in accordance with generally accepted professional engineering practice. No other warranties are implied or expressed. We appreciate the opportunity to be of service. If you have any other questions, please call. Sincerely, Forenpig Engineering Consultants, Inc. • R. N. Sailappan, P. . 2/1310 8 Principal Engineer Florida Registration No. 46696 Forensic Engineering Consultants, lnc, PO Box 970034, Boca Raton, FL 33497 Ph(561)901 8490 Fax(561)218 3830 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 06 2-1 Job Name Date Z BUILDING CRITIQUE SHEET 1.70 r 4-/ f '�/LvsS 4exteiti .141 e c0 rt172VOSep. �v -/N.eAS /2e orL?' £ J AeDca/osses %�- s/ S AA.) l zei s r, s - 'd2 eeD14 /J 4-c.Ye •..4/ . "-oat /4-40 0.4-kiseA 7;(1)( /40.400ttle f-1°0 54-erzt) f4G�vo- -L �,a %uP 5 iotoc I . l! Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 flesias Rose Te. Semga4, f4c. NOA No. 07- 0109.07 Exp: 1/29/2012 TESTING * ENGINEERING CALCULATIONS * INSPECTIONS March 19, 2008 r M Qm.wed7ueIad Miami Dade County, Florida Since 1998 Building Department Official; Florida Roof Testing Services, Inc. has performed a tile uplift test on the building described below. The tile uplift test consists of placing a load test device manufactured by, Chatillon Industries, [Model LG -100] over the tile with an adjustable connector placed under the front lip of the tile and gradually increasing upward pressure until a reading of 35 pounds is obtained. All testing was conducted in accordance with FBC 2004 TAS- 106-R, (2006 supplement). Gauge Calibration Certificate on Reverse Side. Florida Roof Testing Services responsibility in this project was specifically tile uplift testing to a specific limit No other conclusions or observations are expressed or implied. Florida Roof Testing is not responsible for any damaged or broken tile during the course of the test Please note all measurements are approximate. Contractor. Job Address: Permit # Application Method: Test Results: Tech: Report Prepared By: FRT Job # Ahead General Contractors / Legacy Roofing 841 NE 98th Street, Miami Shores R292 -08-291 Foam Set, Eagle, 3400 Sq. Ft 3/17/08 Pass RM Fred Hemandez, Senior Technical Analyst 08 -10142 J�oc ©rt Field Area 1796 9 roken 0 w 0 Test 0 t r 9 Perimeter P' 3' 1005 11 0 0 0 11 Comers 11 99 11 0 0 0 11 # Hip Tiles 107 6 0 0 0 6 # Ridge Tiles 95 5 0 0 2 5 Total "- `... 10 1012 N.E. 44 Street, Oakland Park, FL 33334 * Phone: 954.566.13 TAS -106-R - TQ&Upl 'TeratRepnr R. N. Sailappan, F.E. . Florida Registration No. 46696 ax: 954.566.1329 QUALITY SYSTEMS LAB Ara ISO 17025 ACCREDITED LAB 950 Peninsula Corp. Circle, Ste. 2008 Boca Raton, FL 33487 Phone: 581- 999 -1898 Fax 581 - 999.1897 qualitysyrslabt beltsouth.net httpJ/www.gsl- inc.com CERTIFICATE OF CAUBRATION Certificate No: FRTO04 :814$ Performed for Florida Roof Testing 1012 N.E. 44th Street Oakland Park, FL 33334 Test Results: Pass Instrument Details: Calibration Details: Description: Force Pull Gauge Procedure: Manufacturers Procedures Manufacture: Chatillon Force Pull Gage (Roofing) -100 Its Model Number. Lg -100 Temp: 23 °C Serial Number R04599 Humidity: 50 RH Equipment ID: R04599 Cal. Date: 12/12/2007 Equip Lotion: Cal interval: 3 M PO Number Comments: Quality Systems Laboratory cortirx3s that the above fisted irmbument meets or exeeds all specifications as Calibration Results stated in the referenced wocsdwe unless otherwise noted. It has been caribrated using measurement standards traceable to the National U hate of Standards and Technology (NISI), or to NIST accepted Intrinsic standards of measurement or derived by the ratio type of self -cal oration techniques. This calibration complies with tS011EC 17025:2005 and WI-STD-45662A. Plane note that any Test Uncertainty Ratio (TUR) that Is less than tow to one will appear under the TUR column on the data sheet ter. If the TUR meets orexceeds tour to one, the column is hidden from view. This repot may not be reproduced. adapt in full, unless Remission for the publication of an approved abstract is obtained in writing from the catibration organization issuing this report Calibration Standards: Calibration Resume: Tett Stop 4/305008 4/30/2008 QSL005 Troemnsr Cis F Weight Set QSL005 Calibration Resume: Tett Stop 1 Weight 25 ibs 23 to 27 25.5 25.5 Pass 2 50 ibs 48 to 52 50.5 50.5 Pass 3 100 Sas 98 to 102 100.5 1015 Pass Metrology Manage Edward Brown Signature: E0401461 g,Ou d+ Quality Manager. Dr. Cheryl Thibodeau Signature Ci rigtardeau Page 1 of 1 RE: Permit # F - ! 092,91 � )tiZS6Pixv0 cJF-cO Mame S4 ed feetet fe L j,i/\ ,)0)0 e4 Defteviesteat 10050 NE 2 ^d Ave Miami Shores, Fl 33138 Phone 305.795.2204; Fax 305456.8972 www.miamishoresvillage,com DATE: (M • 10. OQ INSPECTION AFFIDAVIT , licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: lLC. 1 a, - 1- On or about 0 3 - d (o . ?) (Q 'I 2 3L, , I did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at GR41 J fir (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: fAR21 The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of MR1264 1 /08 Notary Public, Sate of Florida at Large L)5 NOTARYPUBLIC.STATEOFFLURIDA ...,,.R ? �' Racfu��i Dc�.icsu� 7i ••, commission # l;t �:,r 4p4 `'••,,,,...• Expires: JUNE 2h, 9010 `General. Building, Residential, or Roofing Contractors or any individual certified u �10 8 B ,,i nspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection