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RF-16-1059 Permit No. RF-4-16-1,059 Miami Shores Village Permit Type:Roof 10050 N.E.2nd Avenue NE r ' Work Classification:Tile Miami Shores,FL 33138-0000 Pek Permit Status:ApPI`tC}'ICEC! ti�ho� Phone: (305)795-2204 �LORiOp` Issue Date:4/28/2016 Expiration: 10/25/2016 Project Address Parcel Number Applicant 1055 NE 96 Street 1132060143710 Miami Shores, FL Block: Lot: PATRICE ROBINET Owner Information Address Phone Cell PATRICE ROBINET 1055 NE 96 Street MIAMI SHORES FL 33138-2551 Contractor(s) Phone Cell Phone Valuation: $ 6,490.00 OBENOUR ROOFING SHEET METAL! 305-757-2612 Total Sq Feet: 708 Type of Work:Re Roof Available Inspections: Additional Info:INSTALL NEW ENTREGA BERMUDA WITH TI Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.20 Invoice# RF-4-16-59471 DBPR Fee $3.75 DCA Fee $3.75 04/28/2016 Check#:8131 $227.70 $50.00 Education Surcharge $1.40 04/20/2016 Check#:8117 $50.00 $0.00 Permit Fee-New Roof $250.00 Scanning Fee $9.00 Technology Fee $5.60 Total: $277.70 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 responsibility for'all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction nd zo ' Futhermore, horize the ab ve-named contractor to do the work stated. A--"" April 28, 2016 orized Signature: wner / Applicant / Contractor / Agent Date Building Department Copy April 28, 2016 1 t A1� Miami Shores Village R R C.FAPR Y k7 VT U Building Department 0 201 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 ' INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 (�f BUILDING rMas� t' ,PermiNo'�= PERMIT APPLICATION Sub Permit No. [--]BUILDING ❑ ELECTRIC PK ROOFING ❑ REVISION ❑ EXTENSION E]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10 !9',-57 A-3 & !R4< .City: Miami Shores `, , County: Miami Dade Zip: Folio/Marcel#: &-3 Ct/Y� ��G� Is the Building Historically Designated:Yes NO:zl Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): ?A_ Z'C 20(311j&—/ Phone#:> Address:_ 1J(' (9(!�' ST City: 1 )A 1A 1 %Vb(t(3 S State: Tenant/Lessee Name: Phone#: Email: ?A02163 20a I�)trT+� .0O f PAI L - C05 CONTRACTOR:Company Name:_ ObjVfil,� Phone#: 757-2-L-42- Address: D bi o City: � � �.� ll State Zip: /.� Qualifier Name: L �f C Phone#: State Certification or Registration M Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ to, Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition Description of Work: n ✓ i • Specify color of color thru tile: Submittal Fee$ Q Permit Fee$ ASO - (D0 CCF$ 2-0 CO/CC$ Scanning Fee$ Radon Fee$ ! D..,BPR$ Notary$ Technology Fee$ C(�' Training/Education Fee$ 1 1 r 6 Double Fee$ Structural Reviews$ Bond S TOTAL FEE NOW DUE$ O (Revised02/24/2014) 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 per . to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a rmit 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,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,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 Y Signature k A� IV OWNERr AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The fo oing instrument was acknowledged before me this day of 20 by day of a .200 by who is pe so y known to =ispe onally known to— — V- -AEarwho has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: 94La6 4 [� Print: 0V w Notary Public State of Florida Print: Sandra Dee Hart ��►* `Y u,% Notary public State of Florida Seal: c My Commission FF 010644 Seal: Sandra Dee Hart Of"4 Expires 04121/2017 p My Commission FF 010644 V.,-:•'t Expires 04/21/2017 ******************************* ** ** ******************************************************************** L� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) S�,OR�s L 1 �pG 7l31 Miami shotes Village ami Building Department o�` 10050 N.E.2nd Avenue �CO1zI Miami Shores, Forida"33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT.OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANTTO SECTION 553.844 F.S. To: Miami Shores Village Building Department- Date:_L 10050 NE 2nd Ave Miami Shores; FI 33138 Re: Owner's Name;- Cb jZpf3i1V(j! Property Address: NOS S 116 fi ' ET Roofing Permit Number: Dear Building Official: I. i4� Gt3 jZO�I A,# certify that I am not required to retrofit the roof to wall connections of my building because: A6'just valuation for the structure for purposeof ad valorem taxation is less than $300,000.00. Please-attach proof of ad valorem taxation. o The building was constructed in compliance with:the provisions of'the Florida Building Code(FBC) or With the provisions of 1994 edition of'the South FloridaBuilding Code(1994 SFBC) A�plol� Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom,:deposes"and says that he/she is the owner for the above property mentioned. Sworn to and subscribed'before me this 13 —day of ff, aol Notary Public State of Florida No,tary Public, Sate of Florida at Lar aqLL Sandra Dee Hart Ir g My Commission FF 010644 orn Expires 0412112017 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00;and the.bufldi ng wasnot constructed with FBC nor a 1994 SFBC.Then you must provide a building appl calion from a General Contractor for the Roof to Wall connection Hurricane Mitigation. r Revised on 5/21/2009 4/20/2016 Property Search Application-Miami-Dade County m nE PRO'ERTY APPRAISER OFFICE OF, TH r Summary Report Generated On:4/20/2016 Property Information Folio: 11-3206-014-3710 1 Property Address: 1055 NE 96 ST f. Miami Shores,FL 33138-2551 Owner PATRICE ROBINET 1 f J- -. ELSA GAGNON A 1055 NE 96 ST Mailing Address MIAMI SHORES,FL 33138 USA Primary Zone 1400 SGL FAMILY-3001-3250 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT - Beds/Baths/Half 3/3/0 - Floors 2 r„ krr Living Units 1 Actual Area 2,690 Sq.Ft Living Area 2,050 Sq.Ft Adjusted Area 2,231 Sq.Ft Taxable Value Information Lot Size 12,500 Sq.Ft 2015 2014 2013 Year Built 1938 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2015 2014 2013 Taxable Value $268,305 $265,779 $261,113 School Board Land Value $381,000 $238,000 $158,000 $25 Building Value $155,278 $151,601 $151,601 Exemption Value ,000 $25,000 $25,000 XF Value $1,512 1,512 $1,512 Taxable Value $293,305 $290,779 $286,113 $ City Market Value $537,790 $391,113 $311,113 Exemption Value $50,000 $50,000 $50,000 Assessed Value 1 $318,305 $315,779 $311,113 Taxable Value $268,305 $265,779 $261,113 Benefits Information Regional Benefit Type 2015 2014 2013 000 Exemption Value $50,000 $50, $50,000 Save Our Homes Cap Assessment Reduction $219,485 $75,334 Taxable Value $268,305 $265,779 $261,113 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,0001$25,0001 $25,000 Previous OR Book- Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Sale Price Page Qualification Description Board,City,Regional). 12/19/2011 $100 27963-4942 Corrective,tax or QCD;min consideration Short Legal Description 07/28/2009 $480,000 26995-1100 lQual by exam of deed MIAMI SHORES SEC 3 PB 10-37 LOTS 12&13 BLK 82 LOT SIZE IRREGULAR ODH OR19383-4062 1100 PROB 99-02686 CP(04) The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE PROPERTY OWNER'S SUBSTANTIAL DAMAGE OR Property Address: SUBSTANTIAL IMPROVEMENT AFFIDAVIT �� ,�� /r, 96"1 2/' Contractor's Name: Property Owner's Name: k - N Property Owner's Address: _ h 5"S or ri 1.0�9 Property Owner's Phone Number: f I hereby attest that the list of work and cost estimate submitted with'my Substantial Damage or Substantial Improvement Application reflects.ALL OF THE WORK TO BE CONDUCTED on.the subject structure including all additions, improvements and repairs and-if work is the result of Substantial Damage, this work will return the structure at least to the"before damage"condition and bring the structure into compliance with all applicable codes.Neither I nor any subcontractor cir`agent will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR; HAVE MADE~ REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED;LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF COUNTY OF Before me this da who, biding y personally appeared g duly swo oses anWys� /she has read, understands,and agrees to comply with all theafoduly s e d cond 9-- Prop y Owner`s ature II Sworn to and subscribed before me this l. day of 20� Notary Public State of My commission'expires qow Notary Public State o1 Florida Sandra Dee Hart Expires 04/21/2017 010644 SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE' CONTRACTOR'S SUBSTANTIAL DAMAGE OR Property Address:. SUBSTANTIAL IMPROVEMENT=AFFIDAVIT Contractor's Name: Contractor's Company Name: Contractor's Address: Contractor's Phone Number: Contractor's State Registration or Certification Number. Contractor's We Registration Number(if applicable): I hereby attest'that 1, or a member of,my staff, personally inspected_ft subject property and produced 'the attached itemized list of"repairs; reconstruction and/or remodeling which are hereby submitted for a Substantial Damage.or Substantial Improvement Review.The fist of work,contains ALL OF THE WORK TO BE CONDUCTED on the.subject property. If the property sustained Substantial Damage, this list of Work;will return the structure to at least its condition prior to damage and bring the structure into compliance with all applicable codes. I further attest that all additions, improvements"or repairs proposed for the'subject building bre included in this estimate and that neither I nor any subcontractor or agent been included in the-attached list: representing me will make any repairs or perform any work on the subject structure other than what has I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE-PROPERTY"REVEALS THAT 1, OR MY CONTRACTOR HAVE MADE REPAIRS OK IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. 'STATE OF' __._ - COUNTY OF Before me this ay personally appeared, who, being duly sworn, oses and says that Jshe has read, understands, and agrees to comply with all the aforement' d conditio s. C r t atur w to and subscribed before me`this day of ? 20 i ublic State of.u Notary Public State of FloridaSandra Dee HartMy commission FF 010644 Expires 04/21/2017 Application Cost Estimate of Reconstruction i Improvement Number Address V Date This cosYestimate of reconstruction/improvement must be prepared by and signed by the contractor or by the owner if the owner acts as the contractor. Owners who act as their own contractors must estimate their labor cost at the current marke perform. t value for any work"they intend to Sub-Contractor Bids" Contractor or Owner es Material Labor Costs Estimates_ Costs Bid Amounts(see note "D") 1. Masonry 2. Carpentry Material,(rough) 3. Carp �na)nd Labor(rough) 4�R of ni g 5. n Weather=strip. 6. 'Exterior Finish (stucco) 7. Doors, Windows& Shutters 8. Lumber Finish 9. Hardware 10. Drywall 11. Cabinets(Built-in) 12. Floor Covering 13. Plumbing 14. Shower/Tub/Toilet 15. Electrical.& LighfFixtures. 16. Concrete 17. Built-in Appliances 18. HVAC 19. Paint 20. Demolition & Removal 21. Overhead & Profit. SUBSTANTIALIMPROVEMENT OR SUBSTANTIAL DAMAGE. APPLICATIONFOR SUBSTANTIAL.DAMAGE OR SUBSTANTIAL IMPROVEMENT REVIEW Property Address: Property Owner's Name. trle� /I l✓e Property Owner's.Address: Property Owner's Phone Number.- Contractor's ube.-Contractor's Name: e Contractor's Address: Z L Or . Contractor's Phone Number: _ -7 Flood Zone BFE, Lowest Floor Elevation (Excluding garage or carport) Check one of the following: ( J I am;attaching a State Certified Appraiser's reports valuing the structure at.- Kam t:am WO-t-at'g a State Certified A .�. ppraiser s report and l accept the use of the valuation of my property that has been recorded by-the County Property Appraiser's Office. SIGNATURES: Property Owner: 9 Contractor: .. . Date' ate: � fL� � 16 tosR GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES _DEC DYNATECH ENGINEERING CORP. W W W.DYNATECHENGINEERING.COM CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH FLORIDA BUILDING CODE TEST PROTOCOL TAS-106 MIAMI,June 14,2016 PERMIT No.RF 4-16-1059 CLIENT:Jim Obenour:OBENOUR ROOFING: 9822 NE 2"Avenue,Suite 9,Miami Shores,FL 33138 PROPERTY ADDRESS: Addition Only: 1055 NE 96TH STREET MIAMI SHORES, FL 33138 TILE TYPE/ATTACHMENT:Flat Roof Tile Polyfoam Set. Inspected By:JM Testing Equipment:Humboldt Scale Model H-4620 _ . . __.._._. The test results presented here reflect the condition of the roof system at the time of the test.These results are time and sample dependent since roof condition are continuously changing due to the exposure to the element and roof top traffic Test No. Test Location Field Uplift Pull Test Test Result 1 - 14 Field See Sketch Below >Than 35 LBS Passed 15- 19 Corner See Sketch Below >Than 35 LBS Passed 20-32 Perimeter See Sketch Below >Than 35 LBS Passed 33 -36 Ridge caps See Sketch Below > Than 35 LBS Passed ROOF TILE UPLIFT IN ACCORDANCE WITH FLORIDA BUILDING CODE TEST PROTOCOL TAS-106 ROOFSKETCH 19 ---20 - - - - - - -- -21- -- - - -- ---15 Q I 32 , 12 13 14 ;22 i I I I , � I , 311 10 11 23 36 1 2 3 30 I , 6 5 4 24 I �•��1111/� F_A_ANl �i, 29 17 8 9 r26 25 -r 16 ®� k •• pP� .� - -1- - - - -- -- - - - - - - - �44i� •S 18 I 28 27 17 C'D.G e � Sincerelyouurs, -' KCO 201 b Wi"scam N mani,P.E. - Co DYNATECH ENGINEERING CORP. '�� PROFE5 Florida Reg.No. 39584 Special Inspector No. 757 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(30S)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM Eli Royal Truss Manufacturing - 5075 NW 79th Ave.' Doral, FL 33166 Royal Truss Tel: (305) 822-0020 Fax: (305) 851-5860 Site Information: Project CustomerRHR CONSTRUCTION Job Name : Lot/Block: Subdivision Site Name: Site Address:10555 NE 96 ST MIAMI SHORES St: FL. Zip: 3eneral Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show . 3pecial Loading Conditions): Design Code: FBC2014ITP12007 Design Program: 7.63 Jul 9 2015 Roof Load: 55.0 psf Floor Load: N/A Wind Code: Wind Speed: 175 mph This package,includes 3 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that 1 am the Truss Design Ehgineer and this index sheet conforms to 61G15-31.003, section°5 of•the Florida Board of Professional Engineers Rules. N0. Date TIUSS ID# Seal# • • 0000 •••••• 1 12/17/15 M1 A0029600 •• • • • • " •• •• 2 02!26/16 T1 A0029901 0000•• 000000 • i 3 02/26/16 T1A A0029902 GZ CONSULTING GROUP, INC. •••••• • SHOP DRAWING REVIEW •••• •• • •••• ' 0000 • •• 0000• NO EXCEPTIONS TAKEN (y/ REJECTED ❑ • • •• •• 0000 0000•• CORRECTIONS OR COMMENTS MADE ON,SHOP DRAWINGS • i DURING THIS REVIEW DO NOT RELIEVE CONTRACTOR FROM' •••••• • • 1 COMPLYING WITH REQUIREMENTS OF THE PERMITTED • • • • • DRAWINGS AND SPECIFICATIONS.THIS CHECK IS ONLY FOR • • 0 • •••••• 0000••. GENERAL CONFORMANCE WITH DESIGN CONCEPT AND • • • �� • GENERAL COMPLIANCE WITH THE INFORMATION IN THE • • • •••••• CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE •• • •••• • • FOR:.CONFIRMING AND CORRELATING ALL QUANTITIES AND •••• • DIMENSIONS, SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION:COORDINATING HIS WORK ,•, ;S ;�< WITH THAT OF'ALL OTHER TRADES AND PERFORMING HIS I WORK IN A SAFE AND SATISFACTORY MANNER. ��_ THIS. APPRiOVAL EPRESENTS OUR,.,REVIEW, OF THIS', . 1 DO'CtS1MEkr 6N6R THOSE MODIFICA710Nb'REOUESTEO HEREIN OR IN PREVIOUS SUBMISSIONS OR AS SPECIFICALLY NOTED BY CON'I'AAOTOkr THUS S66i4iSSiON.ANY OTHER MODIFICATION TO THIS DRAWING BY THE CONTRACTOR OF PREVIOUSLY REVIEWED MATERIAL IS SPE ; DISAPPROVED. IT IS UNDERSTOOD THAT ENGINEER'S NOTATION ON SUBMITTAL IS NOT TO BE CONSTRUED AS •"� AUTHORIZATION FOR ADDITIONAL WORK OR COST. 4 i DATE: BY: ••ty-0�I•°�CIv ��' } o . No. 22249 " The truss drawing(s) referenced above have been prepared by MiT Industries, Inc. under my direct supervision based on the parameter 1 5 ST T OF provided b Royal Truss Manufacturing, Hialeah Gardens, FL. O •'u a Truss Design Engineer's Name: Orlando M. Fortun, P.E. PE #22249, EB# 0005512 �3�8i MV 811139th M&Aa H^I3.ORIDA 3355 NOTE: The seal'on these drawings indicate acceptance of -{ lTbz:b1zs FAX-(305)767-toN { professional engineering responsibilty for the truss I FEB 4 components shown. 2 2fl1.� Page 1 of 1 Engineers Name Date ' t Job Truss Truss Type Qty Ply A0029k Go 11-6-15 ,M�1 MONO TRUSS X 1 ! Job Reference(optional) i 7.630 s Jul 9 2015 MiTek Industries,Inc. Fri Feb 26 15:08:38 2016 Page 1 ID:Mf96SXKg 1 VOeWeRiBcP8wVyAeU 1-3efriZLvUEjtXTd7osjfwBg5kay_D WgmZFrH pBzhFOt -1-0-0 3-4-5 5-5-0 6-1-0 1-0-0 3-4-5 2-0-11 0-8-0 i Scale=1:14.2 3x4 11 3 2.50 F12 v _ o 5 6 0 T1 W1 cv �?I 1 61 4. 0 2x4 11 3x5= • •••• • •• ••••• • • ' 5-5-0 Plate Offsets(X,Y)-- 2:0-5-13,Edge], 3:0-2-14,0-0-8 • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft •Ud • PC4-;F•$• GRIP•••• TCLL 30.0 Plate Grip DOL 1.33 TC 0.57 Vert(LL) -0.04 2-4 >999 :240.• MT20 244/190 • TCDL 15.0 Lumber DOL 1.33 BC 0.30 Vert(TL) -0.09 2-4 >664 180 .••. :••••; BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a •••' ; BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:20 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc BOT CHORD 2x4 SP No.2 T1, - purlins, except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in REACTIONS. (Ib/size) 2=411/0-8-0 (min.0-1-8),3=255/0-8-0 (min.0-1-8) accordance with Stabilizer Installation guide. Max Horz2=130(LC 4) Max Uplift2=-411(LQ 4);3=-248(LC 5) FORCES. (lb)-Max.Comp./Max..Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat. II; Ezp C; Encl.,GCpi=0.18;C-C Exterior(2)-1-0-6 to 1-11-10, Interior(1)1-11-10 to 5-3-4; Lumber DOL=1.60 Elate 2riE .DOL=1.60' 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with an1[4 o ! 4)Provide mechanical connection(by others)of truss to bearing plate capable of withsta dilift at joint248 Ib uplift at joint 3. 5)Beveled plate or shim"required to provide full bearing surface with truss chord at joint( )6)"Semi-rigid pitchbreaks with fixed heels"Member end fixitymodel was used in the ana sn of this true-4 x149 a Q 7)Gap between.inside of top chord bearing and'first diagonal or vertical web stiall not ex a WO 5111 3%h IMACE MIA IiAdDA 3315� LOAD CASE(S) Standard TEt-f305)Y62.r115 PAX -(3fD5)167- 4 FEB 2420% { russ ' Job Reference(optional) - 7.630 s Jul 9 2015 MiTek Industries,Inc. Fri Feb 26 15:08:38 2016 Page 1 11-6-15 T, k00FTRUSS` 6 Scale=1:41.0 Camber7/16 in / � 4w= �mo�2 .' , 4 2x4 12 2x4 ' 17' . 3x8= m y o um — ~ ' 4x*.= mw=' ' l mw= | °� =°°� ' ~ ° ° ° °^ ° ° ° ° °°°° °°°°:° 8-1-2 /4-/0-/4 ' LOADING (p»h TCLL 30.0 Plate Grip DOL 1.33 TC 0.86 ,Vert(LL) -0.34 8-10 �797 149 MT29 24htt' BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:91 lb FT=0% LUMBER- ^ oRACImG' TOPCMORD 2x4GPmu.2 TOPCHORD Structural wood sheathing directly applied o,1,11'1omc 8OTCHORo2x4GPM 30 , purlins. WEBS , 2x4GpNv2 aOTCHORD Rigid ceiling directly applied mo-3-2ocbracing.MiTek recommends that Stabilizers and requi � cross bracing be installed during truss erectio accordance with Stabilizer Installation guide. ~ REACTIONS. 2~1351/0-8-0 (min.0'1'10).6=1351 iG 8-0 (min.0'1_10) Max Horz 2~41 �~ = - Max UpUft2=-783LC^).'O=-785LC5) FORCES. (lb)'Mox Ten All forces 250 except when shown. ' TOPCHORD 2'11~-4218/2O17.8'11=41O4mOoG.3'12=-3O79/172U.4'12~-3O27/172O. 17 BOT'CMOmo 2'10=- 917/4063 ` VVEno 4-8~-3*935.5-8=-664/458.4'10=-338m35.3'10,-664/458 ' NU I Lb- 1)Unbalanced roof live loads have been considered for this�design. . -_ -- DL 'late~' L - -- - 3)Plates checked for a plus or minus 0 degree rotation about its center. PE 72245 .. CA VM2 -/ '^'~~~~~^~~~~~^~~~g^~~'~' ~10.0p~' ~~~~^'~'~~^`~'~~~^`^~~^ ` ' 5)Provide mechanical connection(by others)of truss mbearing plate capabilem 783|bup|�/mjoint 0. � ` 0)'Somi-rigidpitcmbneakowith fixed habla Member end fixity model was used inthe on FEB �� 01� LOAoo4ms(o) �andond . ' ^ �= � ~ �~°~ � . ' Job Truss Truss Type Qty Ply Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Fri Feb 26 15:08:39 2016 Page 1 Scale 1:39.2 Camber7/16 in �w= u�o|1u n 2x4 12 2x4 ' Cb 10 13 | ° l � �^ � �� 6 wm= o o r wm = w*= '' .3x4 = ' wa = / °°_� °° °°,° ° ° ~=°°° ' 8'1-2* ' 6-9-12 ' ~~ VI-2 °°°° LoAomo (pnq � TCIDL 15.0 Lumber DOL 1.33 BC 0.75 Vert(TL) -0.77 7-9 >350 180 BCDL %0 Code FBC2014frPI2007 (Matrix) Weight:89 lb FT 0% LomaC/mG- TOPCMORD 2x4 SP Nn2 TDPCMORD Structural sheathing directly BOT-CHORD 2x4SPM50 BOTC*ORD Rigid ceiling directly applied o,5'14ocbracing. WEBS 2x4GpNo.2MiTek recommends that Stabilizers and requi ed --&Fos§bracing be installed during truss erection, naccordance with Stabilizer Installation guide. mEAonbm� (lb/size) 1~12250'8�� (min.U'1'8).6=13s�O�� (min.0'1'1O) ' Max Hmz1 Max Up|iftM=-63OLC4).5=-79nLC5) ' ponosm Max. Tnn.-Amforceouso( except when shown. TopcnonD 1'1o~-4o7zmnae.2-1O=-4u15/2O91.2-11=-37oon7y1.3'11~-367unro7. 3'12~-36*21708.412=-3694/1762.+13=-4173m068.5'13~4235/2059 � BOTCMORo 1-9=-1968/4116,8-9=-1314/2838,7-8=-1314/2838, 5-7=-195914078 mEaG 3-7=-330/9844-7=-684/453.3-9~-352/964.2-9=.-678/465 ' NOTES ` )Unbalanced roof live loads have been considered,for this design. _Wind:— ASCE Lumbe — ` p�w=�r DL �.6 ' ate~ ' DOL=1'checked for a.plus or minus 0 6 degree rotation about its center. cML i 5TR=wL 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent witt a, Ii loads. PE ZU45 CA NOW 5)Provide mechanical connection(by others)of truss to ^ 795 lb uplift at joint 5. 6)"Semi-rigid pitchbreaks With fixed heels"Member end fikity model was used in the an lyn of th91trdW.?2fi241M' FAX-(30)XI-204 .^ .� . LO*oCwas(� G�ndu� `. � �_ . - - �- -. - - ' FEB* 2 4 ` ' afetjr 1ertrytrilibl Vis: sedstoa ra��}yifJr QtGEJ3,t': # y�? GERydesi ates A #ition"* /{�`.k „py 'y a'�A're..�4 �, .r^: 9'.a '�. h`S s'+ Yr, +� 7d �7'}.c.'L,� r''�"y�`fl'1,, u'�”i a� r� Ce t�10 SSL. # INV ,en 4 d Fr�•., ': r pp`� d, a, ti , horealluretbfiol ownstr clons'o eeda '7 '„T»4r '; 7{• 9!9f{lyt,'yq•'I`f;<Er;6+..W �,nb.K�t.•m!w .G , 2*h r1,3 4 .. ::J4r )7 ik 4av,' F'r, �r 4, •s �a r r;n Mir." v .. `meq ip a- 11s� xnboJ EC�IIIIE. ,�LEA�,a."llp est y`SS ni "z1rmeatntoW mag tt r� ��7 .�y°� r ..,� �- �_ ea ..�., r0,41 xUVARNIN :�A�fIU R�1tNG: escrrbesodirin;' nfw r�prac r s r mca en'�afe ;on iorasfi#aat � eatlure o 0110ffni a � oll res tr . r es t rar;e sona�u or amag ,4euere e��n a%v-niur ,A damage o iruc3#}fires.r>� HIB-91 Summary Sheet,_ COMMENTARY and.RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL TRUSS PLATE INSTITUTE 583 D'Onofrio Dr,,Suite 200 .PL•ATE CONNECTED WOOD TRUSSES© -Madison,Wisconsin 53719 . {608)833-5900 It is the reSp50hSlbrlity:of the installer:(builder, building contractor, licensed personnel inthewoodtrussindustry,but must,duetothenature ofresponsibilities contractor; erector or erection contractor) to properly receive unload store involved,be presented as a guide forthe use of a qualified building designer or handle, install and brace metal plate connected wood trusses to protect life and installer.Thus,theTruss Plate Institute,Inc.expresslydisclaimsany responsibility property.Theinstallermustexemisethesamehighdegreeofsafetyawarenessas fordamagesarisingfromthe use,application orrelianceonthe recommendations with any other structural material.TPI does not intend these recommendations to and information contained herein.by building designers,install ers,:and others. beinterpretedassuperiortotheprojectArchitect'sorEngineer'sdesignspecification ' Copyright©;by Truss Plate Institute,Inc. All rights reserved.This document or for handling,installing and bracing wood trussesfor a particular roof orfloor.These,. any.part thereof must not be reproduced in any form without written permission recommendations are based upon the collective experience of leading technical .:of the publisher.Printed in.the United States of America. �" AA ji J, 7 et�`ul)c e y it iijg o°j�tr'acto alt eRsed ty" 13T1u "All1emporar fac�ngsMo 7d e� o'esus w ° MOR o exec#ion �cEM x4� ar - k P r sW r,isexio ta1n `rar� readeen ire. ook7e' Cao = f hould e�ma a rttanl�r ) fieri#arWMEIMAIMIW yri Reco rraer�daf�nn, ror a: I.ir� ;d, -> t russess� me. Irl c.8 � ate� s to e r an tth desrt�fir spra.. 1w, T,c;r..Zsa3'• .w-:,x:Ysi�,.•�c.,ra nr..f",ciiin .:.s 4i'. �'il,N _ tn s,ry aa ' TRUSS;STO'RAGE "`.":': ". ..�.': , %M1111-R,11M • •• s•�,f� // ♦� m _;.r� '� F��aai�Sesdain;i ge'`O e- i'sUSS.?•-�� 5 t r 8 10 8 10.' Trusses stored horzontaily should be sup ported on 6lockito prevent excessive Trusses stored vertically should be;: lateral bending and lessen moisture;gain braced to prevent'toppling or,tipping.. '�31111��fi�' �c�' px�Y rya" AGiE [Ao o�s#�oxeuradles'Aup�r-ght;`"n ess � ' �O ° rea a Ing it s a la-' ef`aP ace v Abe i r •o r dIe'tl .i�.�wb b� �..� s ]Y"+w.siiY3rt'wisi+at fl y1Sa ..fi�-u�BY t+9'J l�.w<u Frame 1 R r ti 'ray.�+':".'y 7},sYn AIW',5;kJr +-- tT��l .t•+ �L+yL i w N .'. c, v -:r. •...,. D 1 w. Y 4:. ..tom i�., '.o:+J+: + ...T ,rw.�a+�t�� sl'Y.i„ki4�t,+�'k �W.pd(7!�.�;s c,� �..a�`M-S �A,.i•"K�er!.#7 T��2•'�` l�k.C'�,'".':��r��t;a rr��.�'FJ) r. „�„r'•ya.'(t�?t,'��6 , ;�fl%AItIIIG: o anol ach, cables,-. r, 1NARIING �osnt'lt 'tn lerusses.w�flas arcs; Ali• �'` "frMl ?N?�,aw'tS•'yfF,r'rd.''a�'•%a";F's a.r�4r 4.;tr.�1}W #?pY$' r'nhak',`,t' f ,'�": �`.',•^ w ` 'reater1lttan`��3' i f,' :."J�..�'t��.'df+`��liSF`v�.c `rv .l.. tt!2..,kih Yt,�,>tvv_�'�f,° � :,!C'.� �t�i.`.I.'�^r1f�l'�'r^..�� w., ''• r�':�`.ls�:!YiTY�t'.�a::;titl&�r�.:t�.�f�Ri,.�:!*`.'u4h'i':�F''X::91'10��.Y-t. �,_.:.k x� �.:�1, I so° MEC HANICAL ' or less so° INSTALLATION::'' or less Tag .Approximately Approximately Tag Line '/2 truss length' '/z truss length Line' Truss.spans less than 30 - Lifting devices should be connected to --' - -- _ -- Spreader Bar utilizing materials such as S the truss top trongback/ attachment preaderBar slings,chains,cables, nylon strapping, 10, Toe.ln Toe In etc. of sufficient strength to carry the 17 weight of the truss.Each truss should be set in proper,position per the building \ N- NNI\J designer's framing plan and held with . Approximately the lifting device until the ends of the APProximately /z to z/3 truss Oen th truss are securely fastened and tempo- Y3:to:/tryss.length rary bracing is italled. • • .•w• .. Less than or:equal to 60 ns • • greater it "h%O' Tag; ... . .•.., •.. • . •.: Line. ag •r•'.•• �••�'.: .••.-:• T ' T. Erne •••�•• •; :. ; Strorigback/ • ••• , Spreader Bar SpreaderBa��'��. • tQi 10 • Toe In Toe In • s•a`.: At or above • • • I APPtroxlrnately a fE• . •APPFOXIma ely t s /aa 033t�uss.len..;th �'to?/at 5�, rlith r Less than or equal to 60 Tag Tag •��• eater tIJa4 60 + •�'• Line Lne + • ... a :`• "-krr�.c.m;r-ts r J L r .:.+r E F A I.� elU ora:, raci t x show :n hls . mma fi�eeade nate o� he nstallaft LOS . on f � lji �542 ltrG, rt sses wr' mafa orifi ra�o Is w°once t.air istere ` rofessro a:.Tengrne�J �Iffereraf ��,�;;. s:�x�� ' rac ng gran a:h is estr ci e y gIne� m�ay�iest n� rac�r�g a , P" eco men :- g»�� ecif coati �' r,�.empo Bracco ,o�Y�� a �Cor�r�.ect'eol , oo_ r�s �S= 89 cern ome�(`�sesame er 1 e a �{/� er. acs �Is oss�b7e. - r - 1.n:a-�2:: :�;:Sraz-_:+°t��3:ls5;�:,'s:=�,s'Srvn"s..var-�,.�s.e.'�asr tea'-.•r;�"+:xsah< xe��as-if�"_..L,'^�er.-.+;r.- _ _ .,ie�:. p Se ;GROUND BRAClNG`BUILDING INTERIOR GROUND BRACING: BUILDING EXTERLOR i GIB p/ Top Chord TYPical vertical ---� r�a� - atiachmeni End Wall ..e � r LB T � Plan o ti is Blocking a Ground ertrcal(GBV) `To Chord \ GBV /� �"� � � Ground Brace verticals(GBV) Ground brace 1.. asbraccd/ kk d�agonala(GBp) g ap oft uaaea Ground brace_ +F7 �- ,•.�f w A' `S r ... 1't-. ' M 'SA 1 �,y ` tied Y f'I ,•GYou �wP�' Y� Y S i i_51ru" 4 III brace !tk < '�„ } � 7 roup.of trUsaeE rpun { q lateralp(LB Ground br W41 tl 'r Note21 dwell tl�rbysfemrahallhave'k�''b r '` ,' 4. adeq�latexapaedy%Ro*1pport ground `R i 018acku S _ d ftoowm ��t v 4 ._ .. ... .stake 'Typic.;hor¢ontaltiemein twith 1•t floor " imuhiplestakes(H'� ., ....: ground a(akea�.: r - a carp'' Wig; e .or s M[1. F'ra me 2`. AD:, ,r ;Y� TOP CHORD TOP CNOftD DIAGONAL BRACE \ y 12 4 or greater �ti, MINIMUM LATERAL BRACE SPACING l \e SPAN F P„TCH i r SpACING(CgS) #trusses JP U to 32' 412 8' 20 15 Over 32'-48' 4/12 6' 10 7 . Over 48'-60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF-Douglas Fir-Larch SP-Southern Pine HF-Hem-Fir SPF-Spruce-Pine-Fir Continuous Top Chord All.lateral braces Lateral Brace lapped at least:2 Required trusses. 10'or Greater r / Attachment RegWi • ,I I • ae .. -gyp -.. �►:�'�•• •� :•• �•••�� d :. Top chords that are laterally braced can buckle -� � � ��• •� ` tt�� 1 -•.. • • • "• togetherandeausecollapseiftas here fano diago- .5� 1161 •#:'.•♦ ••�• •.••t• nal bracing.Diagonal bracing should be naRed +•" y.. , •�� •• ♦� •• to the underside of the top chord When purhna are attached to the topa,de of the top chord f .. ..-. .. • Jim �'Rt199 t AM LNGalit]u e o o[towtta o me a#toms co fd esut#an rk _eager eTso �w r, 'r arna er o r sses itl u7 _s :,Yt,ity e4 i -#�,if y,lxjt �' t 'I i� ..' itit w. ,il��,��'�i-, TOP CHORD r4}n4t hlI PCHORD'a'M�`I DIAGONAL BRACE PITCH atl� 12 y LATERAL BRACE SPACING(DB DIFFERENCE:S f [#trusses)> r<B�n J t s J7 SP/DF :SPF/HF U to 28' 2.5 7' 17 12 Over 28'-42' 3.0 6' 9 Over 42'-60' 3.0 5' 5 3 \ V Over 60' See a registered professional engineer DF Douglas Fir Larch SP •Southern Pme - 'HF Hem Ftr SPF' Spruce Plne Flr � r. Continuous Top Chord \\ '� ; I _ Lateral Brace � All as#erai,braees _ ,� ' Required lapped at:least 2 \ ,rr ' s �— trusses - s 10'or Greater ` \ R i Attachment Required i s c " ; •{ -b ey..�� Topebordsthatare laterally braced cais.nbuckle• k 2 !V use ,' ..•. - ac be naffed na9bracingaDiagonallbra nd should 9 _ y •.rl,- to the underside of the top chord when purlins are attached to the topside of the top chord. DW TR Frame`:3 . MINIMUM SOAC, IN .: WE PITCH [A/Jrusses] SIN `c'y4 x�•S ' ...G. •f J _ IMP b' C_ rA��pr• �G,t� ry iV, awl / aid i"�•��'Yit,'..'. ^�: ,'li`•rte :�'1-1 ,,n�%tit"4 '..�'� �� uk.•�rS�S,N^zMd�i�v`� �.sN mi*°r£rh�G Q J�Je7. oCIC'yio Axa• rt�uM��441t S ��w�'i 9yY tGc�yf-yt "'7i +�� rtjekrti i •,�I .eGr� j m,�'+ .t✓ !h liil fa ljiat\�.,n. rC tJf�Aft7�_fJM N4 fi j° i ��..y.,'��F til.''..iL�rf.�.•. 2 TOP CHORD x4/2x6 PARALLEL Continuous TOP CHORD DIAGONALBRACE CHORD TRUSS Top Chord Lateral Brace T MINIMUM LATERAL BRACE SPACING (DBS) Required SPAN DEPTH SPACING(LBs) #trusses Top chords that are laterally braced can buckle SP/DF SPF/HF togetherand cause collapse if there is no diago- 10'or Greater -,�> U 10 32' 30" 8' 1 6 to--- nal bracing.Diagonal bracing should be nailed ,- io the underside of the top chord when purlins Over 32'-48' 42" 6' 6 4 are attached to the topside of the lop chord. Over 48'-60' 48" 5' 4 2 Over 60' See a registered professional engineer Attachment \ DF-Douglas Fir-Larch SP-Southern Pine ` Required HF-Hem-Fir SPF=Spruce-Pine-Fir --........... ._._-.._... ... _ r he l` / Truss es @ 2; . 30" or greater .. 'yt�p�''7�J{a �•.�"`i4y Y" s s C r ,r, i �'�"cs.;��`f��.,��c,;��'`��'tgll9a�era 4�F��"u'�'r�,jt - • '�� "LaO�r Y;a , •••••• - b!F c f, t 1 �.d i a .r, F�r't'' i,. xi i `yf - -�� .. •• ,,yy pk r vbraces gapped r y ' " � yy f ,p W rz eas# D-1 `,�x w •.,rs�C�*b +y�+m�l''8 ,, ti`,�f��.Mv{'}� ` .e1 r S�;'�r► - •••••• Fr af�y,� r+s z p S'tf)S M �r- Suis x a 't, , :. ' - •. �d�,'#rllSseS 4 ,+,�+• t S'•.ta V,� .F3t! o k! ti b > 4• The end r ?J' �yl� x,5 ;s�2 hulr'iJiS \°p s*t3 �1 Sat , >3tx� •••••• . "d gyA i `v=�L , Ss";t �+i 7 3T+ `.'k 'y "t, `r,�F -• r, dia onal Brace c uPt '�� 'fit � • • for cantilevered End diagonals are esseiitlatory � x a4 x ' �s c:E a • • trusses mustbe stabllrty=and must be duplicatedZ,o see placed on vertical both ends of the truss system webs In Imewlth �, • • • theSUppor! 4' • •' i • •: �•••r♦ 'eft"..}f ;.:•1.' -.. �.- „' ':: h p�u�drr � ,,^3,,sem} i�t `r;'r�c•>.' ^9`+a I�-'''''c✓ .,-fib,i1.�YY..•Ya'3a2+h:}wc'c , ` m^ tiute,Ioloilow�aeserecommenaatlat�s GOUIG seta �' r --zkx.�h'n' r�! .severe ersortai ra�uryra'rnagees K...uhs •y,-. `E M(. 5•a..+>�EP'.,-'Cti'z'++7Y�:..^�:fi�.,:�.,cji..Y.. 01 "4.v..y:.r.•:s. w`.F,- t}'5 .%K:,`.T -..tf.'J,.tv3:N: 'A+'Je>.sw_,.` r� h: .iti...d... l.0..r_.:.: 4x2 PARALLEL CHORD TRUSS TOP CHORD' Continuous Top Chord —� Top chords that are laterally braced can buckle - Lateral Brace togetherand cause collapse ifthereisno diago- - Required nal bracing.Diagonal bracing should bended - ”. T I tothe underside of the top chord when purlins - ''' - 10 or Greater \ are attached to the topside of the top chord. `. - _ .� .:,' - \ 1• . _ Attachment / 15 Required J �5 lg Trusses 2'O.C. ' s�"te"''�t,�y, •�',It. fib+, E Trusses must have Iurn: bs Q��`, i,b ��' � .t bar oriented in the hori- zontal direction to use this brace spacing. X braces IaPPed�� }} ,zt �� `+''• a3ti aS`3YtOk S+Sr=Y'Sz�' � `' eS Mr ° rt k* '� 1' .: �! R4tt�-+ �'�{sir s rsrt ;# kt �y -�•' gul rl ,.g F a r � 9W.Wcpq'�S'jn End diagonals are essentlalo"f - `f `stability and miist bead p ica`3edKaruffi�L�- � •� h a ",f�{; '" both erids of the truss system.. 4 � ` Frame 5 1 - I I 12 TOP CHORD' 3 or B TOP" CHORD DIAGONAL B \ RACE \ greater MINIMUM:. LATERAL BRACE SPACING(DBS) j SPAN PITCH SPACING(LBS) (#trusses] ��\ 8• SP DF SPF HF \\\ \ <p U to 24' 3/12 8' 17 12 Over 24'-42' 3/12 7' Over 42'-54' 3/12 6° 6 6 4 Over 54' See a re istered professional en ineer \ \` DF-Douglas Fir-Larch HF-Hem-Fir SP-Southern Pine \\ \\ \\ " 9 SPF-Spruce-Pine-Fir All lateral braces y ar �` lapped at least 2\ f. Dia I brace trusses. Diagonal \� . ... also required on \ �µK end verticals. Fi. • -0 �'�r �r'l� ••• c•pntinuodSTtp%(:1ord • ••. Weral Brace • � ` ` 4 F •.� required•• •••• Top etchords that are laterally braced can buckle G, 3 r • • • —�-- • togetherand cause collapse Hthere is no diago- � y�„,(' \ � + •,••• �•�• • • nal bracing.Diagonal bracing should be nailed ,}t {�� \ v �, 10°or treater • to the underside of the top chord when purlins '1'� "� a yfy •• •• • are attached to the topside of the top chord ` "4Yy�.f,,) •kS ry 4�0 NII•-• - • • •��••• • • ess� r ,�, a•:,.• •• t� ••`i•i Attachment • MONO TRUSS ` ' i •R •••i• rC. equ 9. ^ ��yi �'-�''rosq`��.�-��g ..r/� wr'w ,,v � � sf r ..A- $ P• �•S3� ,� ��r'�'.'YO t.M1��',riY.s-�Fy1"3a{?r"Fg� "COIA K rh�� i "�1��r; f •y . fl he a ec-0 me at1 n,,.,. su t��,+ Y• .��'� .�"'•"� ��r�:ai�n��'��rw�fam�e,�to�ri�sses;;o�ualrLngs��,,�. �� °�,•� u � ��, � : ?y.�1..r Y"�S-a.aa3` `�vr�-3,��i%�`�i,•et IiVSTALLATION TOLERANCES ayi , Length L(in) PLUMB Din D/.50 D(ft) ::: - � ) 12" 1/4" 1' Lesser:of06, 2' L/200 or 2' 36" 3/4" 3' 48" 1.. 4' 1 60" 1-1/4" 51 _ 1 72" 1-1/2" 6' I 84" 1-3 4" 7' 96" Truss . I 2" 8' Depth 108" 2" 91 D(In) :::::•::.......... ...........:...:::::: I Lesser of I Lesser of L/200 or 2'. 0/50 or 2" ±'/q LUn)4. ." L/200 L(ft) L(in) U200 L(ft) Maximum Plumb 50" 14" 4.2' 200" 1" 16.T Misplacement Line. 100" 12" 8.3' 250" 1-1/4" 20,8' 150" 3/4" 12.5' 300" 1-1/2" 25.0' OUT-OF-PLUMB INSTALLATION TOLERANCES OUT-OF-PLANE INSTALLATION TOLERANCES.. 1. r � 'P��.J ay p� al'se �1, S } 't : AA�1�5GER. n.dera o ira es 1 sta ho f uS'SeSa trrFL,/vd, a i� ry rsAJ Q � zr2.' t'; �� ;�rrl>�ss � �� z , �1�s'�r�ct�orl� ac�s,)of�a�a:�.� e�bt•�pt>io�ie acerb " ,.. �:as�� s�,"., '�� '� ��' �#"` �S.�•�`� ` :� � �r +,x�e z�i�+ s.�t'�'.t "' Frame 6 « r: kill . r. "IM 717. 7 . • - 1♦ . � 1 RECEIVED APR" 2 0 2016 .! �k.s GGGG'G"GGGCHall0111 GG`GGGCGGtaiiiiiii'.ie'GGG'CGG'Gma 'GGi 'CI'rli��'■GGCGGGGGaGi ' CEEaan ' oma `Gr'1."iii:10111GGGGEiaGE`GEGGGC■1A �rIt�i"'inripii'sii .WGGEE..fEEGEG�'a'CaaGGtGtGE[ G ECia�.'0 1 r;r.`Giiii'.GIon Mul C aai.�ii C.a ORION i ' G ■ na ■ ■ ■ ■ a■.a.GEC •■�'i a ►aa� ■.■■ ■v.■r.ara. CEq„ E C Ca11C■GC ......rr �r � •E�• ■ � G EC..�r ..:.�.ra. I ■ a.. C'a .■aaf ■CainiriliiGG'iR Gi '.0101101 11 t.■iona aiNIN!4Z ' • Gn■.i.■ ■GGG G .aG. ■r.fG.a■f..i■a.n a�rIn■n s�.. G. ia..ana "all ►1%1; V,'' a.■ a■Gn ■ ■G ■■f■G■rafaaa■..■f..f.a Ono on a.■li.�.L ■.■�aa•moi l' �lrf� iiGaaGaGGGCa�G CG ECCa iiiiiiiG[iaGaGGGGG^i■iG�i➢Gi'iC`IiE ;ii:;� "CGaiG�'�� a'i'i'ii' �EiGEC�'ia'GEGGE ■ GCGC EE:CCGC:GCCC:: :EGCKmilo G::'CC Gni C ._=�_a"-�'EC CCI • �.■ a a ■E .. a■ .n. ■■.. ■ ■ a ■ as i' GC• . GGa ■EG�tC,,�GC'•t.fG .■ai..f afGCaa■aE�aE' GEGii ar�' 'GiGG=6'°raimliG G G.■. ■■G G. •.�Ciiia 'CCC CGCG�t' GG C C E Gofl .�01tG 1% ,pprCn� go! mum■.G ■ ■.'G' ■�.••.G■ ■■■E.■■.GGEa■E.GC■G I�aaG r I Na■.C■ �-,��it e 'E■.■ ■faG ■■■ aaf a .■ ■ ■■1■■ ■■■■ ■ �s■.■■aG■�s. 1 !I q! hh `• 1 M iaEEE .'■'■■.Cfa i.+G'�i�r..C'ai■C■a.Ca'�ia'r'a'■■■1CCC�'IriG�'r0 CC"Gi 011now�iG"� ii 9� E■. iGaGGG�.a�i�`: ECCEC Gi■ E: aaGEEaCE"GGE••Ca■af�, rnTa■�a.� 11■ uErs CEG 'a GGG •f ■C. ■CCCa G .C.■.C:.0 a i"ii'�iECai" .CGiGE�1n no IN E of EG raE .Gfraf �■fa ■aC■ CGai iC■E �ii.t'li�i'IiGCG� ■ �i �iG ' ■ ■ F GC G EG`ta GGa .GG KC aGCGE ■■ G G .■ �t+�V ■fi■r.�. .�/at•, [ E6�C ��■ Ea.E ■ ■.a%� a■.. faG■a .GMG■ 1NfG■ ■li 11■.I��I{ X711 fir i GG of 'C . 1■ aGC t..t .�■G a as■a . a. ..a. .a3 !'G ►C■■■.@'��E '�'� �EhE"-, .. G Gid'. a a EECaG:�� :*CGEGEiCC. �'li .0 CE sNi'C ia` a ._"'I isa LL f�. M� ■ of ■ HER G.GC .�.1!nl.CC�G1iCC.�,iG. .f ■.■ � ��pa i/ 611,11- a . .EG ■■ ■ aGG ::IGii�l� CUMIN GG ECaG E�C�'G� i ��iiaa iiGG"is 41 11 • ,,�. CGG CCEG C aE n.n�i ■>taaGGf . mom 11 �w rr of-C INS iC � • " r"� r' �M'GG`:C:i: GC. CGG�iG4G�Ca C G EaE.'' a 1 �`�rI : ►iai i 4 ■ ata■ ■n■ ■ . a ■!! ■W�.�4 sG� ,� f a�iaGCE CGa GECCiGE■a tGGiG"" a■ a ■a.'1�■'iCG �iG�' Boom ■ ■GGEGG■■aEa C G■ ■ rr>ra C a GGCGBGCG ■ C.E C ■ GG ' no faE its Tst 1t R R>t[t=� c Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form Section D (Steen Sloped Roof System) Roof System Manufacturer: rlk Notice of Acceptance Number: 0 Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): P1• 1 , 4—P2: P3• Maximum Design Pressure From the NOA Specific S stem Method of the attachment: I-Y)Lcr'. ff- Steep Sloped Roof System Description Deck Type: ype Underlayment• Roof Slope: Ai Li ( a- nsulation: 12 ire Ba er: Ridge Ve ilation? astener Type&Spacing: cin 5 .3 S dhesive Type O I L4 ype Cap Sheeff . . . . . . oof Covering.- r� . . I/ p' I�V,tG� I�f1G�i WealiRl0.df. lilei.git' • I' 90 000 •• • . . .. Type&Size D p W dge: . ... . ... . . . •• . • . . . . . ..• . • . . ••• • . . .. .. . . . .. •• Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form Section E_(Tile Calculations) For Moment based tle systems,choose either Method 1 or 2.Compared the values for M,with the values from Mt.Uthe Mr values are greater than or equal to the Mr values,for each area of the roof,then the file attachment method is acceptable. Methal 1 "Moment Based Tile Calculations Per RAS 127". Mg: q 7� i NOA 11* (P2:1 L,1 �j5 z)l,"�_ —Mg: _ NOA K . (P3:U.4Ak z 71,z, = —Mg: _ +�s NOA A* ` Method 2"Shnpilified Tile Calculation Per Table Below" Regatred Moment of Resistance QQ From Table Below NOA h'4 Mr Required Moment Resistance* Roof Slope 115' 20' 25' 30' 40' 2:12 .7 312 32.2 XA .0 4.12 30A 3L2 37.3 &-12 NA 30.1 31.6 32.8 349 26A 28.0 MA 30.5 :12 MA 25.9 zT.I 262 .0 *Mast 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 file systems use Method 3.Compared the values for F'with the values for Fr If the F• values are greater than or equal to the F,values,for each area-of the roof,then the tle attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" (Pt: z l: _ : w:__)—W: z cos e. = FN: NOA F' (Pz: z 1: z w:=_)—W: z cos 9: = Fr2: NOA F' ( 3: z l: = z w:=_)—W: z cds O. = Fr2: NOA F' Where to Obtain Information Description Symbol Where to find Desitin Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof HeW H Job Site Roof Slope g Job Site NOA •• Leson Aom nt due to GrayjV M, NOA Mr NOA • • TVI: Calculated • Auadmueat llsaispnuoe r NOA Resistance Fr Calculated A Tile W ' NOA • .•• • ••T a Dinensiono I=length NOA • • • • • • • I w-wider •• AllEgat#dns be tothe Building Official at floe time of licatian. • • • • • • • • • • • •• •• • • • •• •• ROOF ASSEMBLIES AND ROOFTOP STRUCTURES e, SECTION 1525 g HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION E Florida Building Code 5th Edition (2014) D High-Velocity Hurricane Zone Uniform Permit Application Form 6 INSTRUCTION PAGE a COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: i H Roof System Required Sections of the Attachments Required Permit Application Form See List Below ii Low Slope Application A,B,C 1,2,3,4,5,6,7 1 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 1 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 a Other As Applicable 1,2,3,4,5,6,7 0 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 1 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings. 3. Design Calculations per Chapter 16,or if applicable,RAS 127 or RAS 128 1 9 4. Other Component of Product.Approval 5. Municipal Permit Application 9 6. Owners Notification for Roofing Considerations(Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation t 00 • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • •• • • • • • • • 15.36 0 0 i 000 0 0 0 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) l now l ' I •Copyrsg%1.or licensed by,[CC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License •ftrectncnt.wo further reproductions authorized. f . � 1 SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section, it is the responsibility of roofing contractorto provide theowner with the required roofing g permit, and to explain to the owner the content of the section. The provisions.of Section`R4402 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`owrier ant the contractor:The owner's initial in the designated space indicates that the item has been explained. 2• Renailing,wood decks:When replacing roofing,the existing wood roof deck may have to ?re—nailed in accordance with the current provisionsofSection R4403.(The roof deck is usually concealed-prior to removing the existing roof system). Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain thearchitectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptIable .This provides the option of maintaining the appearance. 6. Overflow scuppers(wall outlets):.Itis-required that rainwater flows off so that the roof is bot Aoverloadeof overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)ve not provided. It may be necessary to`install overflow, scuppers in accordance with the'requirements of Sections R4402, 403 and R4413. ner/Agent's ignature Date n ctor Signatu Date Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; . . .. ... .. . . . .. . ... . ... . . . . . . . . ... . . .. . . . . . . . . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . MIAMI-DADE COUNTY MIAM1•L1 DE . PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/economy Entegra Roof Tile,LLC 1289 NE 9'Ave Okeechobee,FL.34972 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section 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 Section(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. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section 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 Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIP_TION:,Bermuda.Concrete,Flat•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 pf tbABuilding O ffijial, This NOA renews NOA No. 14-1120.06 and consists 6f pagtrs: ftu";' •• The submitted documentation was reviewed by Gaspa'rJ Rodriguez. r • r •r ... 0 ON r i• NOX No.-,16-:01-12.07 MIAMIOaoE CouNTY Expiration Date:06/07/21 • Approval Date:02/25/16 • • • •r r • • • Page 1 of 6 . . . . . . . . . . . .. .. . . . .. .. 1 t 1 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1: SCOPE This approves a roofing system using Entegra Flat Concrete Roof Tile, as manufactured Entegra Roof Tile,LLC in Okeechobee, FL as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For use in the locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be prepared as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Entegra Flat Tile Length= 16" TAS 112 Flat profile,interlocking,high pressure extruded Width= 10" Type 3a concrete roof tile equipped with two nail holes. Class III For mechanical,mortar or adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for use at w=varies hips,rakes,ridges and valley terminations. varying thickness Manufactured for each file profile. 2.1 MANUFACTURING LOCATION 1. Okeechobee,FL 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102&PA 102(A) The Center for Applied Engineering, 94-084 Static Uplift Testing May 1994 Inc. PA 101 (Mortar Set) The Center for Applied Engineering, 94-060A Static Uplift Testing March, 1994 Inc. PA 101 (Adhesive Set) The Center for Applied Engineering, 25-7094-2 Static Uplift Testing PA 102 Oct. 1994 Inc. (4"Headlap,Nails,Direct Deck,New Construction) The Center for Applied Engineering, 25-7094-8 Static Uplift Testing PA 102 Oct. 1994 Inc. (4"Headlap;Nails,Battens) The Center for Applied Engineering, 25-7094-0 0+Static WDTift Testing PA 102 Oct. 1994 ! Inc, •• • •(* Kdlaq,Nails,Direct Deck, ! "' • •Rdcover/Reroof) The Center for Applied Engineering, 25-7183-6 Static Uplift Testing PA 102 Feb. 1995 Inc. •• •;• „•• (Q•Quik-privg4Screws,Direct Deck) NOA No.16-0112.07 MIAMI•DADE COUNTY Expiration Date: 06/07/21 Approval Date:02/25/16 • : :�: : : Page 2 of 6 } . 1 1 1 2.2 EVIDENCE SUBMITTED Test Azency Test Identifier Test Name/Report Date The Center for Applied Engineering, 25-7183-5 Static Uplift Testing Feb. 1995 Inc. PA 102 (2 Quik-Drive Screws,Battens) The Center for Applied Engineering, 25-7214-1 Static Uplift Testing March, 1995 Inc. PA 102 (1 Quik-Drive Screw,Direct Deck) The Center for Applied Engineering, 25-7214-5 Static Uplift Testing March, 1995 Inc. PA 102 (1 Quik-Drive Screw,Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix H PA 108(Nail-On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 PA 108 (Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 ' vs. smooth shank nails The Center for Applied Engineering, Project No. 307025 Wind Driven Rain Oct. 1994 Inc. Test#MDC-77 PA 100 Atlanta Testing&Engineering,Inc. R1.894 Physical Properties Aug. 1994 R2.894 PA 112 R3.894 Professional Service Industries,Inc. 395-40011-1 Physical Properties Feb 2004 PA 112 Celotex Corporation Testing Service 520109-1 Static'Uplift Testing Dec. 1998 5201114 PA 101 Celotex Corporation Testing Service 520191-1 Static Uplift Testing March 1999 PA 101 Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 2004 Walker Engineering,Inc. Evaluation Calculations 25-7094 Feb 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 25-7804b-8 1996 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations Restoring Moment,Mg March 2004 Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999 Nutting Engineers ' 13343.1 TAS 112 05/06/08 American Test Lab of South Florida RT1210.02-15 TAS 112 12/17/15 •• ••• • • • • • •• k • •• • • • • ••• • • ••• • ••• • • • • • • • • ••• • • •• • • • • • • • • • • • •• • • • • • • • NOA No.16-0112.07 MIAMI-DADE counrr Expiration Date:06/07/21 • •:• Approval Date:02/25/16 • ••• Page 3 of 6 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 3. LIMITATIONS: i 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications,a static field uplift test in accordance with TAS 106 may required,refer to applicable building code. 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 Miami-Dade Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Entegra`Flat' Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations. Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight W(lbf) Length-1 (ft) Width-w(ft) Entegra Flat Tile 9.7 1.33 .833 Table 2: Aerodynamic Multipliers -A.(ft3) Tile X (ft3) (ft3) Profile Batten Application Direct Deck Application Entegra Flat Tile 0.189 0.205 Table 3: Restoring Moments due to Gravity-M9 (ft-lbf) Tile 3":12" 4":12" 5":12" 6":12" Greater than Profile 7":12" Entegra Flat Tile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct' Deck Deck Deck Deck Deck 6.53 6.97 6.43 6.86 6.29 6.71 6.14 6.54 5.97 6.35 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ••• . . . . . . . . ... . . .. . . . . . . . . . . .. see see . Go* 00 NOA No.16-0112.07 M1AMMADECOUNTYM Expiration Date:06/07/21 0:0 • 0:0 Approval Date:02/25/16 • Page 4 of 6 . .. .. . . . .. .. ... . . . ... . . . 1 ? \ Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Entegra Flat 2-10d Ring Shank Nails 30.9 38.1 17.2 Tile 1-10d Smooth or Screw 7.3 9.8 4.9 Shank Nail 2-10d Smooth or Screw 14.0 18.8 7.4 Shank Nails 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) 2-10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4"tile headlap and fasterners are located a min. of 2'h"from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Resistance Profile Entegra Flat Tile Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3W 2-Component Foam Roof Tile Adhesive AH-160.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Entegra Flat 3W 2-Component Foam Roof Tile Adhesive AH-160 118.94 Tile 3W 2-Component Foam Roof Tile Adhesive AH-160 40.45 4 Large paddy placement of 45 grams of 3W 2-Component Foam Roof Tile Adhesive AH-160 5 Medium paddy placement of 24 grams of 3W 2-Component Foam Roof Tile Adhesive AH-160 .. ... . . . . . .. .. ••• . • . . . Y • • • Y • ••• • • 060 :0 000 004 too NOA No.16-0112.07 MIAMI•DADE COUNTY Expiration Date:06/07/21 �lrjumlyng y : Approval Date:02/25/16 �•0•� V: �•••� Page 5of6 S. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami-Dade County Product Control Approved". ENTEGRA FLAT TILE LABEL LOCATED ON UNDERSIDE OF TILE BUILDING PERMIT REQUIREMENTS: As required by the Building Official or the applicable Building Code in order to properly evaluate the installation of this system. This Notice of Acceptance on its own cannot be used to obtain a building permit. PROFILE DRAWING ENTEGRA "FLAT" CONCRETE ROOF TILE r 16' 10' FIELD TILE r— 16' 10' . .. ... . . . . . .. • . • . • • • .. ... .. . . . .. END OF THIS ACCEPTANCE . ... . ..• . . . . . . . . •.. . . .. . . . . . . . . . . . .. . . . . . . . NOA No. 16-0112.07 MIAMI•DAD,COUNTY Expiration Date: 06/07/21 Approval Date: 02/25/16 ;.'.; ;�•.; Page 6of6 ... . . . ... . . MIAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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 Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3*ym 2-ComponentiFoamRoof Tile,Adhesive-AH=160 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 oI&S�Xeldirj�0`cial. . .. . . . . ... . This NOA revises NOA 13-0502.02 and consists of pages 1•t;ro4 l I ••• The submitted documentation was reviewed by Alex Tigera. . ... . ... . . .. . . . . . . . . • ;NOA No::=1'440805:01 rtiArn•DADECOUNTY Expiration Date: 05/10/17 ... ... Approval Date:09/04/14 • Page 1 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in this Notice of Acceptance.For the locations where the design pressure requirements, as determined by applicable building code,do 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 tile systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTm 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPack®30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks : .(p%,V0 *-T change @158°F., 100%Humidity, 2 .. . ... Closed Cell Content ASTM D X856* 86% * Note: The physical properties listed above are prejented as typical�avera�e values as determined by accepted ASTM test methods and are subj*t:to jormgl iparydfactpryng v3triation. •• • . .. . . . . . . . • • - NOA No.: 14-0805.01 MiAra-naoe COU rr Expiration Date: 05/10/17 ... ... Approval Date: 09/04/14 . . . . . . . . . . Page 2 of 11 . .. .. . . . .. .. ... . . . ... . . EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98' 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3W 2-Component Foam Roof Tile Adhesive AH-160 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 3W 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality asit1r%%a audit in a ccordapc e with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . . . . ... . . .. . . . . . . . . . . . .. . . . . . . . •• • • NOA No.: 14-0805.01 MIAMI•DAD,COUNTY Expiration Date: 05/10/17 ... ... Approval Date:09/04/14 V: Page 3 of 11 . . . . . . . . . . .. .. . . . .. .. INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 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 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value 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. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 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). 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. .. ... . . . . . .. . . .. . .. . . . . ... . . . . . .. ... .. .. . . .. . ... . ... . . . . . . . . ... . . .. . . . . . . . . . . . .. . . . . . . . •• • • • • NOA No.: 14-0805.01 MIAMFDADE COUNTY Expiration Date: 05/10/17 ••• . •,• Approval Date:09/04/14 ;.; Page 4 of 11 . . . . . . . . . . Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: \ All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of,the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami- Dade County Product Control Seal as shown below. MIAM-DADE COUNTY 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.: 14-0805.01 MLAMMADE COUNTY Expiration Date: 05/10/17 ... ... Approval Date:09/04/14 • Page 5 of 11 . . . ... . . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . •1 . 1 ADHESIVE PLACEMENT DETAIL# 1 l n «,ynplattkt�a►,om ,ftadyman"t"1110 Flat/Low Profile Tile i+�a ragulroA}� 1. Starting at the eave course,apply a minimum 2" • (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock loin �, of the tile being set. Fe"Gou 2. Continue in same manner.Insure approximately 17 ° (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. l0' �2 Fettle Err.tlosuro Nall through pbstittemew Medium Profile/ Double Pan Tile lwhen required! �. pnd1y4R""thT1l•I 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the �► overlock of the tile being set. to tn.x 1� 21n.wlde aanr,:aaional 2. Continue in same manner. Insure approximately 17 (109.7 cm)—23 (148.4 cm2) square inch adhesive contact with the underside of the tile. iol�.``*A,. 3�,,. tm*Closure Em Course- ' +" Fascia titdltMourhplault weeyls.n«tthnl.I High Profile/Single Pan Tile (whenrogtsk"I 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown 10 n k under the pan portion of the tile closest to the 2lei.wide overlock of the tile being set. Battens 2. Continue in same manner.Insure approximately 17 tpuona► ` (109.7 cm2)—23 (148.4 cm2)square inch adhesive ti``, •• Q5gtact4kVthe underside of the tile. P taw Caum. Fastta • •i i i i i i•i •• W"pfiok• ••• •• • • • •• l0 in. in. Eamdosuse /c Oripodge • ••• • ••• • • • • • • • • ••• • • •• • • • • • • • • • • • •• • • • • • • " • NOA No.: 14-0805.01 MIAMI-DAD,COUNTY Expiration Date: 05/10/17 •.. ... Approval Date:09/04/14 • Page 6 of 11 . . . . . . . . . . . •• •• . . . •. .• ... . . . ... . . ADHESIVE PLACEMENT DETAIL#2 MaR ►dwough pbaktom«u Flat/Low Profile Tile 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the i strengthening rib of the tile closest to the overlock of 21n, the tile being set. Insure approximately 17 (109.7 cm) g, epti,,,Dl 4 "'�,, —23 (148.4 cm)square inch adhesive contact with the Emcaum ` underside of the tile. O 2. At the second course,apply a minimum 2"(50.8mm) torn F„u x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile fare Clown being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2)- 12(77.4 cm)square inch adhesive contact with the underside of the tile. Nail through ptauiccemeot Medium Profile/Double Pan Tile twhen re"WW1 1. Starting at the eave course,apply a minimum 2"(50.8 u.a rl.yrn"t ' mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the ,� tile being set.Insure approximately 17 (109.7 cm2)— T r 2In. 23 (148.4 cm)square inch adhesive contact with the garttern optional underside of the tile. 2. At the second course, apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the E,,,.Cls.." underlayment positioned as shown under the pan FrnaL portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2)- 14(90.3 cm)square inch adhesive contact with the underside of the tile. .. ... . . . . . .. . . '(n¢s"tuwnrr continued on next page) . .. . . ... . .. ... .. . . . .. . ... . ... . . . . . . . . ... . . .. . . . . . . . . . . . .. . . . . . . . •• NOA No.: 14-0805.01 MlAMPDAnne COU Expiration Date: 05/10/17 Approval Date:09/04/14 ... . . . . ... . . . . . . . . . . . . Page 7 of 11 . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) High Profile/Single Pan Tile t,rh•n re4alrcd� 1. Starting at the eave course,apply a minimum 2"(50.8 • mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the � tile being set.Insure approximately 17(109.7 cm2)— 7 '► la 23 (148.4 cm2)square inch adhesive contact with the s rdgnl eai underside of the tile. 2. At the second course, apply a minimum 2"(50.8mm) Es"tome eau;. x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the ' w.. d. underlayment positioned as shown under the pan 10in. 26,. E+"d0s'e portion of the tile closest to the overlock of the tile Drip ado* being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19(122.6 cm2)square inch adhesive contact with the underside of the tile. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . . . . ... . . .. . . . . . . . . . . . .. . . . . . . . •• NOA No.: 14-0805.01 MIAMaD .. COUNTY Expiration Date: 05/10/17 ... .. Approval Date:09/04/14 ' Page 8 of 11 . . . . . . . . . . . .. •• ..• . .. .. ... . . ... . . ADHESIVE PLACEMENT DETAIL,#3 tivoucpxtic cement Paddy(between tiles) 1. On the eave course only,apply a minimum 2" (50.8 eattetnoptionai • mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy • acedy(under We) onto the underlayment positioned as shown,under � � t��, the strengthening rib for flat tile or under the pan -�` portion of the tile for low or high profile tile closest , to the overlock of the tile being set.Leave xsb ' � approximately 4" (101.6 mm)up from the cave singlepaddy -. --N edge free of foam to prevent the expanded adhesive on 2x4b. -4.-" from blocking the weep holes. Insure • •f-'' approximately 17-23 int(109.7-148.4 cm2)of 10i�t, adhesive contact with the underside of the tile �� fascia E"vechmne 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4 MMMMMMMJ mm) foam paddy onto the underlayment just below Rat/Low Profile Tilt the second course line positioned foam paddy under the strengthening rib for flat tile,or under the twt* required) ticaemetK Strtgiepa&yuoderde pan portion of the tile, closest to the underlock for (when reQufteetl paw,(betweer,tuesi the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm)of adhesive optional lundettfle) contact with the underside of the tile. shoe W onwp (Instructions continued on next page) 1 4x41n. z oin. �-. 2in. Eave Closure Eare Course fasda 114"um ProflieTne • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • ••• • • •• • • • • • • • • • • __ ••• •• ••• ••• ••• NOA No.: 14-0805.01 MiAMMADe COU Expiration Date: 05/10/17 ..• . ..Y Y Y Approval Date:09/04/14 • ' ' Page 9 of 11 . . • . . • . . . . . .. .. • . • •. .. ... . . . ... • . ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) fto throuo PUS& Sm¢e paddy ander tile twhen requtreaf 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x3/4 '� "t�s� (19 mm)paddy on top of the eave course tile Battenspir � surface as shown,on top of the strengthening rib °pd°dil . for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. � ' Install second course of tile. Insure approximately 4 Y 41n. 9(58.1 cm2) - 11 (71 cm2)square inch adhesive 2;4In �`�• b contact with the underside of the tile at the overlap pad�r on �. w and 7(45.2 cm2)-9(58.1 cm2) square inch WtWpV ae adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Eire Course asota WeephoM 10in tin. dosure �eeddge High ProAleTile •• ••• • • • • • •• Y •• • • • • ••• • 0.0 • ••• • ••• • • •• • • • • • • • • • • • • • • • • • ••• •• • NOA No.: 14-0805.01 MIAMMAD;COUNTY Expiration Date: 05/10/17 �® A roval Date:09/04/14 Page 10 of 11 . .. .. . • . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" t)Pince enough adhesive to achieve 65 to 70 sq in. Steep pitch red) (50.8 mm)x 10"(254 mm)x 1"(25.4 mm) foam atlons in contact with the pan tile. (when required] \ 2)Tum covers upside down.Place adhesive in paddy onto the underlayment positioned as to 1 in.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 25 sq.in.contact area. —,,.�• tiles from rocking until adhesive,has a chance to Underlayment ��`j cure. 2. Continue in same manner bringing two pan courses up toward the ridge.Insure approximately 65 419.4 cm2 70 451.6 cm2 -'' square inch adhesive contact with the underside ' 1 Sheathing of the pan tile. Eave closure (motarshown) 3. Turn covers upside down exposing the underside weephoie of the tile.Apply a minimum 1"(25.4 mm)x 10" Fascia Board (254 mm)bead of adhesive directly on the inner Remove top portion of the eave course cover tile.Abut to second course of edge of each side of the cover tile. Leave pan tiles.Ensure eave end of pan and cover tiles are flush at eave line. approximately 3/4" (19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile,inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course.Insure a minimum of 20(129 cm) -25 (161.3 cm2)square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized, stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE .. ... . . . . . .. • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • ••• • • •• • • • • • • • • • • • • • • • • • • • •• •• • • • • NOA No.: 14-0805.01 MIAMI-DAD;COUNTY Expiration Date: 05/10/17 0:0 • • • • 0:0 • • Approval Date:09/04/14 • Page 11 of 11 • .. •. ..• .•.. ••• .• ... . . .