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REV-18-456 Miami Shores Village ' = =C i- 1'V D Building Department FEB A2018 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 By: _ Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 0 r \-1-3-7S FBC 2014sfi^ BUILDING Master Permit No. iCil- —1 PERMIT APPLICATION Sub Permit No. Rcy a 4sS ❑BUILDING ❑ ELECTRIC ROOFING EM/REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ��Z L ME Q/ I�C 1 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 Z n C.3 000 o n'l a Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: Q 1 OWNER:Name(Fee Simple Titlehoider): F7 to COL 10,e I N Q � XfPhone#: J S �( 22S 2 t1� Address: 2 SO Me N- O Lj 'sP_\ City: c_a,.A-d-e tr da-I!2s U k2S State: <;�Le �r k d o_ Zip: 33 _3 L I Tenant/Lessee Name: Phone#: Email: CONTRACTOR: ppCompany Name: CoO%2,Q� S�c�l-�- �N� rM Phone#: 9•S`7� ?� r2�p( Address: 149 59 Qc A ` City: A- ,u_ State: Zip: 4- Qualifier Name: Phone#: S / i}o-4 3,o Q State Certification or Registration#: G C,C, 11 3 Z 9 ( 6 S Certificate of Competency#: DESIGNER:Architect/Engineer: ! �. t�/1n/�r�7� Phone#: Address: City: State: Zip: Value of Work for this Permit:$ l 0-0 Square/Linear Footage of Work: L-400 Type of Work: ❑ Addition ❑ Alteration (L��JiNew Repair/Replace ElDemolition Description of Work: Ce- (-Q(2Hat Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) • f 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 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. IF1 YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING 'YOUR NOTICE OF COMMENCEMENT." tNotice 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 Signat 4 \ x, Y_ -1L, il OWNER or AGENT CONTR,*10R—\iL The foregoing instrument was acknowledged beforemethis The foregoing instrument was acknowledged before me this day of IFI-:Z-N�or k)Cam- L4 .20 1 b ,by ,"20 day of 20 by _r 1(�,()�{lS &ir i Z who is personally known to /jAJ-a WpCL who ins oerso'nally known to f me or who has producedb`(1�leY ' f `Q hS`� as me or who has produced as identification who did take an oath. identification and who did take an oath. NOTARY PU LIC: NOTARY PUBLIC: NIXIAMOREIRA MY COMMI3Sl0N#GG 139851 EXPIRES'October 27,2021 Sign: Sign: / l! 8ondtdTMuNotaryP�NoUndMAOM Print: UIQ l Q Print: 7Je14 Seal: '" F YDYPRIETO Seal: .; .- MY COM SSION#FF 31 EXPIRES:March 25,2019 Bonded Thru Notary Public Underwriters APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) a ROOF ASSEMBLIES AND ROOFTOP STRUCTURES k, � Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form. D FEB 2018 BY- Section A General Information) � - - Master Permit No. 4 Process No. Contractor's Name CO L`a�Q� Job Address_ 9-LZ- tik _g( `,P_tV► fl-LQ �..�,�c:2n� ��,.�,, ROOF CATEGORY Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tiles 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes .... 0 Prescriptive BUR-RAS 150 •••• •••P - ROOF TYPE ❑ New roof ❑ Repair ❑ Maintenance 9(-Reroofing •••Eh•Recovering • ROOF SYSTEM INFORMATION Low Slope Roof Area(SF)�71_ Steep Sloped Roof AREA(SSF) Total(SF) �. .�. .. ..:..' Section B(Roof Plan) : ...�:. Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers, overflow scuppers and oferflg4jdrains."Inc1ude dimea..6.: sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. •• • - ,--Cn ...... • _ —-- - - - w ' LU - 'Q) LL L4� -- - --- -_ ---1 --- - ;__ _ � `l z -`-- N -- - --- - LUU __. U o 0 LRM ] r•.ems Z O W Q `tel` O j Q Q N Co FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.37 f k R6.OF:AS$E1HB >Jlt 'RObkf41'`'9{#UCIU S t F OY(da Bfu9dF :C.'od#.Stir cifibh: { HVtc [ry Mur#iattii tlnian:Permipplcnttc�itartn 1. idrr<1 :;(5t�±ep Slcrpei!Roof 5wt6m): f . � 1 Roof SYS10 i,i r'iO404gaer..... 1 :,.. ... . .:... �Vtri+aeof;Aco�pfar�cae:►�t�mber.-_ I'�� . : �Z .... Mfrimrtrrr l7 n 1�Mind:i'fos a If I i •r• std• ak?l`:.�:. AR,p icab�.(: roin:Rl�S;1��sir�aiculatior� •. •. :�� 'i :. ... Vim.... ... .. .. 000000 I � 1000000 s0000 *000 f 000 21 :it. Sf�pe to U6.,0 . fife:airiar: f' &: acini Rid a Ve Fi$t er TY 4WR . ..... . .. .. .. Adheal VeType; f N 1 :...:.:...... :.... ..... 1. .. .11 Typei Zap Sheei: V . (."/'� }�/�yam•[... {.�} " of .... ;�YtQII.i.�{vc/�;:.'Y... { .... .Roof vert f. i Tye:&.Sipe;;Qtip 1 Edge k, fi t i b 7{ 1 4� F E A d f E r f 6 r S F., s �LOIiIfiUy:i C 6; it --HURW�[G;SEh I7�tYq � d14i. r 4.64.9 CorYt+ ►ta,.or.Jieo;seabisImo:#luiAu !Crsx65Ett n}e s tby Ju�zRrie3 ioon'iLg$:20E i01Ul2 s piitswiaw:ci�auc AgretlHC�o�;:Nb fiatt�r.�ipicdosdo�i pit}1o¢iaed; r: t�f QE F A95�NRLIES kItIL�;RtYOF Op STM)CTUgES i i � �l��tla'Br1Al�liFlg`:Gode Sth.Edl�si:(21f1�4}. . l t#tgh:Vetod :H:urrl. cle;ae�n l�tliarr�i::peril. ►ppiioafi Firm.. i 1 J f a ent b.... . . . .. . ....... i aroma s tiff; ge15 t ual <ecther rte E�gd 1:.or2 ' ampar .l��V i e foi:Aal�q✓+th thi ti [fa s:irom.lN,.,Ef thg ja4►�rafiass esu. ...... . uee,.fvr::each actza:bf the:roof;�Fient#ie lIp'alhte�nl.t�etrxatl i acct . ble, T Method i Moment. ed`T.He : ct lat` q5".:... RAS 127" .• •• * •��'- ... tg(i. •V. ;"i�!}3i `='.Mjy L flXi ,r(�,1. 1�. '.xr7' ••�• •• •• •••••• M. P30M .. .. r 1M:.. .. •••• •• •• , .. F?rodlL`flpprotral Mr:::: •....' i►AAtlaad�"�iinplifi+sd:'Cte G>�1ei+tef�ibn��t�l'� le'�1a�v" f:••.:. ••••• ' : tlaqur iulvrittif:Refani�e( fr�pr Table BefowrbritApproval::N4 �• ••• , ... • : lUleari':FsvTHeihr. menr • M+re�liiretl Mvi�esrsra . �' 'Si., 25" � 3:43' .••• :gip' .....: 382'- . . 3:12 .... .. ... X2:2 34 4 �i8a)' a . :.. � 37.4 29.8 EEE �.2{74: ..... ... i IC.T...•. i T.12 24-7.'... :9 "Musd be useii ii1 tX ?Junction with a lissE:of moment based t{le;.: stews e► �Se :iry.V*8rctv�rarti t;©tu�ty �� Bos►► af.;iute5:snit: 1. Por putt bes6t#ii0,8v t8tti °use;iVletFtg ' . . ;Ie�l:the vatctes fnr F'wifh:llie.v s Mues,for.Fr,if°the F'vetiids ei$;��earer'Ehan:.er [ aquae to tFl r ualr e T r_aa�ti area of Vie,mv€ fz a tile::artar menEt eftt4d is act�eptabie. .(p:1xL . . .....----•. lbul °nsPK#rp. '^.p* +P t (p2•:...:ii:L. - t€.w~'....� rW: x:cns 0 =F Fiid�iet: :: .. (F3. .x.l:... ...---- .X'w.: V:' _�. rciiii6t App x'cos 8. r oval:'. .... . .... ...... .... . Rkttait tnfdatloni :...... Qesctl�tfiib Syr i .. ...... .. ... .... I Whei*to land. .. . ..........:.: Desi rF+ressure P1:0PZ, P3 RAS 2ZTabla:];arty aii':e icieerin ark.. 1 ..:... . P�r.:::'bY.QE::baserl:on:A5G '? H �p . .. :... .. .. ... Root:SldtYe. :....... ........... 6. . Jab'. to .....::, r�acnla taitUftll�r A. .. .... ... .. . lrotli ::< rapuei;... . 1 R'estMontduet0;4aav[tY til¢ F?�d�la�f; t#irouat: AtradirneM. est;3tanoe NEr: Pr�a,d�ct'�ipp�ctvat i.We lied(wiorttent ResisianCe .......................M� ata eted ct�Ci fk G6t :... ' :..:.:. :.:�►t: :.:..::::.men.'.. oe: F. Fxr:...:.�. .RPP� I. Fgtii[etI UPlifti'tistel�da....:.. . .. r G`aliteq �' :A erase Tila`kllekgtir:..... .... VIF P.rAdugctAproyi . t .... ......:.. ... l:.'Ti e' Arietlfitciaie , :.:t" .. WtirP - : ;Rrodihct [: the. buiici ofctat:a the t{ r :of petrialx'appl�CatiArtp ava getalcuetomTat� 19A� F . . .UA.t3 It:fllNfi to '-. fit Ice; Kin ariat k.�At 11 :: . e�yrisat to,oci�ceesea i ,rce cA tumEr€ssr; sev`by:. ut zu�s ae:3x A�e�!nrAt Flo icr, duchoas aud�wigea: i in MIAMI-DADE COUNTY PRODUCT CONTROL SECTION r 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.aov/economy Eagle Roofing Products LLC 1575 East C.R. 470 0000 Sumterville,FL 33585 • 0000.. 0000 • SCOPE: • This NOA is being issued under the applicable rules and regulations governing the use of constmetion materials.The:••••; documentation submitted has been reviewed and accepted by Miami-Dade County RER-ProddCt'Contror section to be.... used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdic65ZA AHJ). :. 00:0.0 .. .. 0 ...... This NOA shall not be valid after the expiration date stated below. The Miami-Dade Countl f'tQdlct Controi Section .• (in Miami-Dade County)and/or the AHJ (in areas other than Miami-Dade County)reserve the rigfit to hoyq JW product or material tested for quality assurance purposes. If this product or material fails to p�t Ohn in the accepted : 0 manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,txodi �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: Medium Profile Concrete.Tile L.ABEUNG: 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.16-0314.07 and consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Semino NOA No. 17-0822.14 4 raaM"OECOLUM Y Expiration Date: 10/05/21 •�• � Approval Date: 10/26/17 Page 1 of 7 I 7 ROOFING ASSEMBLY APPROVAL Catesorv: Roofing .... . . .... ...... Sub Catesory: Roofing Tiles , Material: Concrete . ...... .. .. ...... 1.SCOPE: •••• •••• This approves a system using Eagle Roofing Products Medium Profile ConcreArj e, as roan u•facture�.,.:,.,., ' by Eagle Roofing Products LLC in Sumct terville, FL and described in Seion,' of this"dtice of,,,,, Acceptance. For use in locations where the pressure requirements, as determiled typpplicable Building Code, do not exceed the design pressure values obtained by calculations in Compliance 4L b,US 12-'7000:0 using the values listed in section 4 herein. The attachment calculations shall a dana as a fhoment base=1,,,,.; system. 2.PRODUCT DESCRIPTION,: Manufactured by Test Product Applicant Dimensions Specifications Description Medium Profile Concrete Lenght= 17" TAS 112 Low profile, interlocking, high pressure extruded Tile Width= 12 '/z" Type lbconcrete roof tile equipped with three nail hole Thickness= 1/2" Class III and double roll ribs. For direct deck or battened nail-on,mortar or adhesive set applications. Trim Pieces Lenght=varies TAS 112 Accessory trim,concrete roof pieces for use at Width=varies hips,rakes and ridges. Manufactured for each tile varying thickness profile. 2.1 EVIDENCE SUBMITTED: Test Aeency Test Identifier Test Name/Report Date PRI Construction ERPF-001-02-02 TAS 112 Aug.2006 Materials Technologies Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) ■ NOA No.17-0822.14 ILIT6M coExpiration Date: 10/05/21 APPROVED Approval Date: 10/26/17 Page 2 of 7 I { Redland Technologies Letter Dated Aug. Wind Tunnel Testing Aug. 1994 1, 1994 TAS 108(Nail-On) Professional Service 22447099 Physical Properties Sept. 1994 Industries,Inc. TAS 112 •••• The Center for Applied 25-7094-1 Static Uplift Testing •••• .Oct. 194•• ••• •• Engineering,Inc. TAS 102 ...... (4" Headlap,Nails,Direct Deck,New ••• •• Construction) •••• •••• •••• The Center for Applied 25-7094-7 Static Uplift Testing ..••• Oct- 1.994 • 00000 • ...... Engineering,Inc. TAS 102 .. ... �. •••••• (4" Headlap,Nails,Battens) •• .• The Center for Applied 25-7094-4 Static Uplift Testing •*Oct. •••• Engineering,Inc. TAS 102 •• • ;•••• (4" Headlap,Nails,Direct Deck, •9 0•.• Recover/Reroof) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-76 TAS 100 i The Center for Applied ' 25-7183-1 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws,Battens) The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering,Inc. 25-7214-6 TAS 102 (1 Quik-Drive Screw,Direct Deck) (1 Quik-Drive Screw,Battens) K Celotex.Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec.'1998 Walker Engineering,Inc. Evaluation Two Patty Adhesive Set System Apri1,1999 Calculations Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering,Inc. Evaluation 25-7094 February 1996 Calculations ' Walker Engineering,Inc. Evaluation 25-7496 Apri1,1996 Calculations Walker Engineering,Inc. Evaluation 25-7584 December 1996 Calculations 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep. 2006 Walker Engineering,Inc. Calculations Restoring Moment Due to Gravity Sep.2006 NOA No.17-0822.14 waMCOUNT r Expiration Date: 10/05/21 •TWE Approval Date: 10/26/17 s Page 3 of 7 r r ATL of South Florida RT 1211.03-15 TAS 112 12/17/15 0000 ATL of South Florida RT0706.02-17 TAS 112 o.09/2 �.00 . . 000000 .. .. 0000.. 3. LIMITATIONS: •••••• 0000 0000 . . 3.1 Fire classification is not part of this acceptance. "" "" "••• 000;0 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance ZAS 104 shall be • 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 Miasmi..:Da de Ceunty Product••• . Control Section for review. 6*060• 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications StanddHis 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. 3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC,Medium Profile Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight-W (lbf) Length-1 (ft) Width-w (ft) F Medium Profile Concrete Tile 9.5 1.417 1.04 Table 2: Aerodynamic Multipliers -A, ft3 Tile % (ft3) A,(ft3) Profile Batten Application Direct Deck Application Medium Profile Concrete Tile 0.305 0.282 Table 3: Restoring Moments due to Gravi - M ft-Ib Tile 3":12" 4":12" 5":12" 6":12" 7":12" or greater Profile Medium Profile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Concrete Tile Deck Deck Deck Deck Deck 6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08 NOA No. 17-0822.14 MIAMMADECOUMTY Expiration Date: 10/05/21 • Approval Date: 10/26/17 Page 4 of 7 t ♦ k Y, • Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Rqt4ens Profile (min 15/32" plywood) (min. 19/32" plywood) "..,.' .. ... Medium Profile 2-10d Ring Shank Nails 27.8 37.418.6 1. Concrete Tile 1-10d Smooth or Screw 8.8 11.8 ,,,; X4.1 • Shank Nail 2-10d Smooth or Screw 16.4 21.9 •, ;.1 Shank Nails ...... 1 #8 Screw 25.8 25.8 ..'..' ;0022'9 �•� 2#8 Screw 47.1 47.1 ...... 49.1 • 1-10d Smooth or Screw 24.3 24.3 2A.2 .., .;. Shank Nail Field Clip) 0960* . 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' 43.0 67.5 50.9 1 Installation with a 4"tile headlap and fasteners are located a min.of 2Y2"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 Profile Resistance Medium Profile Concrete Tile Adhesive2 26.13 2 See manufactures component approval for installation requirements. 3 The Dow Chemical Company TileBond Average weight per patty 11.4 grams. ICP Adhesives PolysetV 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 Resistance ' Profile Medium Profile Concrete ICP Adhesives Polyset®AH-160 86.614 Tile ICP Adhesives Polyset®AH-160 45.55 4 Large paddy placement of 54grams of ICP Adhesives Pol sett - 0. t a wm pad y p acement of 24grams of ICP Adhesives Polyset®AH-160. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment a. Profile Application Resistance Medium Profile Concrete Tile Mortar Set' 20.60 1 Tile-Tite Roof Tile Mortar. NOA No. 17-0822.14 MIAMIHMWECouwrrY' Expiration Date: 10/05/21 �, ,•• Approval Date: 10/26/17 I Page 5 of 7 r S. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See 0000 Detail Below),or following statement: "Miami-Dade County Product Control.Approved". • • . 00000 0 0 0 .. fi • , 0000.. .. .. 00.000 •••••• 0000 , 0000 0000 0000 •...• 0000.. EArGLEG .. .. . 0000.0 0000.. , . . . . ....FLoRIDA 000 .. 0000.. 0 lees 0 00 (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) 1 MEDIUM PROFILE CONCRETE ROOF TILE LABEL,SUMTERVILLE PLANT F NOA No. 17-0822.14 raaMcacw>_Co Expiration Date: 10/05/21 Approval Date: 10/26/17 - - _ Page 6 of 7 4 C. BUILDING PERMIT REQUIREMENTS: I , 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 AHJ or applicable Building Code in order to properly evaluate the installation of this system. •••• . . .... ...... PROFILE DRAWING • ...... .. .. ...... ,iu,ROLE .17 .... .... . . ...... '3 '.':is •••••• 1�Y � xs, ,n♦ / i ,.x .... A' t Y MEDIUM PROFILE CONCRETE ROOF TILE END OF THIS ACCEPTANCE 1 NOA No.17-0822.14 UK" Expiration Date: .10/05/21 •mom Approval Date: 10/26/17 Page 7 of 7 k •' r MIAMI-DADE COUNTY MM` 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.gov/economv ICP Adhesives and Sealants,Inc. .... i 12505 NW 44`x'Street I • Coral Springs,FL.33065 • ...... .. .. ...... SCOPE: •••••• • .... .... . . This NOA is being issued under the applicable rules and regulations governing the use of cotistiuetion cxatenals. T13e•• documentation submitted has been reviewed and accepted by Miami-Dade County RER-Prednet:Contmlbion tabs••• used in Miami Dade County and other areas where allowed by the Authority Having Jurisdktidir(AHJ):• ••••;• This NOA shall not be valid after the expiration date stated below. The Miami-Dade Cou ity'Product Contool Section.:. (In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve tIte dight to have this prodpil•• or material tested for quality assurance purposes.If this product or material fails to perform i!rrthe,accepled jrianner,the • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or sdtdhd 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: ICP Adhesives Polyset®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 of the Building Official. This NOA renews NOA-16-0315.01 and consists of pages l through 11. The submitted documentation was reviewed by Alex Tigera. . . ....... . NOA No.: 17-0322.03 APPROVED Expiration Date: 05/10/22 i - Approval Date:04/27/17 Page 1 of 11 k Z ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof'tile adhesive } Materials: Polyurethane t SCOPE: •••••• This approves ICP Adhesives Polyset'AH-160 as manufactured by ICP Adhesives and ReWihnts,Inc.,Vs described•• •• in this Notice of Acceptance. For the locations where the design pressure requirements,as daeupined b�sV�litable ....:o building code,do not exceed the design pressure values obtained by calculations in compliancZwkh Roofing :0000: Application Standard RAS 127. For use with approved flat,low,and high profile roof tile stamp using lEP• 0 • Adhesives Polyset"AH4 60. *000 •••• ••;•'. PRODUCTS MANUFACTURED BY APPLICANT: •• •• Product Dimensions Test Product Descriptift •••'•• Specifications .•. • �..•.i ICP Adhesives N/A TAS 101 Two component polyurethane foahadhesive Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30& 100 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 ICP Adhesives Polyset° AH-160 roof tile adhesive. � M MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Proper Test Results Density ASTM D 1622 L6 lbs./ft.3 Compressive Strength g 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 r +6.0%Volume Change @158°F., 100%Humidity,2 weeks r Closed Cell Content ASTM D 2856 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.: 17-0322.03 MWMMADE COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page-2 of 11 r EVIDENCE SUBMITTED: Test Aeenev 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 IW25/95 25-7438-4 . 25-7438-7 SSTD 11-93 •••• JI/Q2/V5 •%. 25-7492 SSTD 11-93 12712/95 Miles Laboratories NB-589-631 ASTM D 1623V*,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 " ' 91710/95 ' 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. ICP Adhesives Polysee 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 ICP Adhesives Polyset"'AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. A11 products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and ` Rule 61G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 M NINDAD COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 3 of 11 1 1 t INSTALLATION: 1. ICP Adhesives Polyset'AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use,of ICP Adhesives Polyset"AH-160. 2. ICP Adhesives Polyset* 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 t tW of ICP Adhesives Polyset' AH-160 shall provide sufficient attachment resistance to meet or2=04 the res"Of ice valde determined in compliance with Miami-Dade County Rooting Application Standards RAS 117. Theadhsive 000.00 .. .. 0000.. attachment data is noted in the roof tile assembly NOA. • 0000.. 0000.. 3. ICP Adhesives Polyset'AH-160 and its components shall be installed in accordance 0ith%pofing AWicatiorr • Standard RAS 120,and ICP Adhesives and Sealants,Inc.'s Operating Instruction and ltfalfitenancelMdet. ";"• 0000..b 0000. 4. Installation must be by a Factory Trained 'Qualified Applicator'approved and licensed.l3}c lAdith and Sealants, Inc. ICP Adhesives and Sealants,Inc. shall supply a list of approved applicatorgbthe authority having . jurisdiction. •••••• 0000.. 5., Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is;;paned befo;q aBplicatigit••• of any adhesive. The mix ratio between the"A"component and the"B"component shall be maintaip6dbetween 1.0-1.15 (A): 1.0(B). 6. ICP Adhesives Polyset' AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 or TCP Adhesives ProPack°t'30& 100 dispensing equipment only. 7. ICP Adhesives Polyset'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 ICP Adhesives Polyset'AH-160 has been dispensed. 9. ICP Adhesives Polyset*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. 1 CMMAM �DOE� UNMY ' NOA No.: 17-0322.03 Expiration Date: 05/10/22 MPPROVED Approval Date:04/27/17 Page 4 of 11 T } } i 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 Q*f5 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 .. .34. :00 •; High Profile #2 17-19 sq. inches ��'16. .' e a. 04 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at. 12 grans per paddy.. .. head of tile 9-11 sq. inches a�• • overlap ••• •• • • • • • Two-Piece Barrel (Cap Tile), Two Piece 2 Beads(1 each longitudina .17 grainsper bead:•' edge)20-25 sq. inches each •• • bead + Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan s { LABELING: j 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. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. y. y { . NOA No.: 17-0322.03 Mu�MEaaMcou � Expiration Date: 05/10/22/10/22 Approval Date:04/27/17 Page 5 of 11 i i + ADHESIVE PLACEMENT DETAIL# I • Atddvrwno"U*! Flat/Low Profile Tile i 6 I. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam r .... paddy onto the underla ment positioned as shown under the strengthening rib closest to the overlock of the file being set. • .... ...... opts \�^" • 2. Continue in same manner. n pre app�oMtely 1Z..:. (109.7 cm2)—23(148.4•=1 Square inch adhesive �o .. contact with the undersi •••••• deoi:she tiled....• .. .. . ...... • • • t Medium Profile/ Double ire • Hail@rroiujt►mrb�it.i+e�nsal:::. •• • • • tv'xhAnr efgalrcd9 tts+ tat 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. 2�rdd• '� ' 'w. .. a W. 2. Continue in same manner.Insure approximately 17 (109.7 cm2)—23 (148.4 cm2)square inch adhesive + t z„ contact with the underside of the tile. > � +► +ta�ai ; t High Profile/Single Pan 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 tarn i; under the pan portion of the tile closest to the overlock of the tile being set. „ ;..: 4,.... 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. �.: aveceu.ur' `mfr ': k NOA No.: 17-0322.03 IAMMM COUNTY= Expiration Date: 05/10/22 Approval Date:04/27/17 Page 6 of 11 r 1 i r ADHESIVE PLACEMENT DETAIL#2 �+ "*ViWhW:- 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 strengthening rib of the tile closest to the pygrlock of the tile being set. Insure agproximately16'iF09.7 cnq+• • 23 (148.4 cm2)square inck.adli6ive contaO.with the •• .Sam � r' " underside of the tile. • 2. At the second course,apply d ftdmum,2 TS9.8mm #� x 7"(177.8 mm)x 1"(25.4•mm� foam paddx h�:••• onto t underlayment positioned As ;on und(VtW• ...... strengthening rib closest to•tjW•q-jerlock of the tile EtCfta `' being set. ...... 3. Continue in same manner.insure rappro4M4ttjy 10"• (64.5 cm2)- 12(77.4 cm2)square inch adh*esl've contact with the underside of the tile. , # Medium Profile/Double Pan Tile 1 °nt•t 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 theosest overlock of the cl to the the being set. Insure approximately 17(109.7 cm2)— ' 23 (148.4 cm2)square inch adhesive contact with the 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 underlayment positioned as shown'under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure appr6ximately 12" (77.4 cm2) - 14(90.3 cm2)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 U Expiration Date: 05/10/22 Approval Date:04/27/17 Page 7 of 11 r Y M l - ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) F two at►T 40` High Profile/Single Pan Tile 1. Starting at the eave course,apply minimum 2"(50.8 • mm)x 10"(254 mm)x 1"(25.4 mm) foam paddy '- onto the underlayment positioned as shoyRpder the pan portion of the tile closgst toethe ovdtlgqk8f the the being set. Insure appro%j4AtQy 17(L09.7.cm2)— .• 23148.4 cm2)square inchadla"ve c4tact4ith thee**:* ( ••eon underside of the tile. ..•:•• • 2. At the second course, apply nMnimum 2"T30.8mm� :• • x 7"(177.8 mm)x 1"(25.4 W1 Foam paddy onto the• • n�•aaa '.. underlayment positioned as shown under ft pan • the tile he;Y tt� r,a portion of e i e closest tv t o erloc$of the the ....:. n being set. • 3. Continue in same manner.Insure approxknattily 17" (109.7 cm2)- 19(122.6 cm2)square inch adhesive contact with the underside of the tile. y 3 r i , L k V j NOA No.: 17-0322.03 C W1DECOUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 8 of 11 k. : 1 ADHESIVE PLACEMENT DETAIL#3 : ' MaOBtoe�glip�keenaer�t:: . OcUe 1. On the eave course only,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 for flat tile or under the pan portion of the tile for low or high profile tile closest 4Yllff. ' to the overlock of the tile being set.lLeave• approximately 4"(101.4 mm}.up from the gave • G edge free of foam to pr a veN t The explipded adhesiyvg from blocking the weep .4(4j. Insure approximately 17-23 int(M.7-148.4.om;)of •• adhesive contact with tli� id t tie• •••• -xo�n xn�ers' a of h 1 -� 2. Apply a 4" (101.6 mm)1•4 CM1.6 mm)*x V (25.4 •• mm)foam paddy onto tfie underlayii;mA jnst belo* • ...... FlatiLo�iF@t�aTua the second course line pops Vitro d foan7 D aLl dy under the strengthening rib for flat tile,oT nder the pan portion of the tile,closest to the underlock for i t6�c+�e+s:rpest the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive contact with the underside of the tile. Instructions continued on next a e -_ :FAMEQp611fE EareCaNaer � : mnl'ioAlnTtktr. ... • f { r - IAMEEaA NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date:04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) _......_ _._._. .. _.._...._......... .......... lMoalH�ee�ptastlr `:� t+ "" 3. Also apply a 2"(50.8 mm)x 4" (101.6 mm)x 3/4" (19 mm)paddy on top of the eave course tile eaens surface as shown,on top of the strengthening rib for flat tile or on top of the pan portion of the tile, i closest to the underlock of the first course pf tile. an Install second course ottile,49sure apjnkimatel�* 9(58.1 cm')- 11 (71 cmz)%quare inceadhaeive .• contact with the undcrAV V Me file at the overlap :Ys and 7(45.2 cmz)-9(59.1 cmz squares cp ;•••• : . adhesive contact with��>jujerside Df thefile at ..... the head of the tile.Cott"n same manager.cown +•:•• .: ...... .. .. . ...... 10� 2�k. �i118 ;; • • • • ••r••• i 1 4 f J f NOA No.: 17-0322.03 MNLAMM16DE C NW Expiration Date: 05/10/22 Approval Date:04/27/17 �. Page 10 of 11 3 I ` ADHESIVE PLACEMENT DETAIL + -� TWO PIECE BARREL } ` Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" ' incorm a n�alllet, lereaszo7oxi „. Steep piRdrarppiiiatNons 50.8 mm x 10" 254 mm x 1" 25.4 mm foam in ccursace with ttse pan tilo. when regnlred� ( ) ( ) ( ) zrtu�cov rs aohilivi iW paddy onto the underlayment positionedas , i to 1 in:lrmn outside edge of cerwtfie. • • •• •••• • 'fhenhsstagttiatile�E+rsure3oto shown under two adjac•ent+pan tiles.�upport eave • 25sgz�n conuat.ew. • tiles from rocking until,&§ive h,%.aLbance tq...:. U„dwtayn•Rt cure. ...:.. 2. Continue in same manner twinging t"an ••••• courses up toward the tkW.Insure;•..;. ""' approximately 65 (4194 eff)—701451.6 cm2)••••�• square inch adhesive W114clUith the underside Sbeaing- of the pari tile. •• .••• • • • 1 fevados'u • • • .•.••. CMotar sCwwnC •• • •• • . • 3. Turn covers upside down exposing'C un8erside " wr:� iw►t of the tile. Apply a minimum 1"(25.4 mm)x 10„ (254 mm)bead of adhesive directly on the inner Removeeoi+.0irdorso(ttis'"VicouraQcover ene:Abuetoseamdcourt*of edge of each side of the cover tile. Leave psq tills Ei�sune esus sfail of part,and cover tike are flush at eave Cine,. approximately 3/4"(19 mm)to 1"(25.4 mm) ' Taia Piece Barrel-High profile Tile from the outside edge of the tile, inward,free of ' foam to allow for expansion. 4 4. Turn cover tile over after foam is applied and ,., place onto pan tile course.Insure a minimum of 20(129 cm2)-25 (161.3 cm2)square inch i 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 a , considered optional. r 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 t copper wire and compatible nails may be used. i END OF THIS ACCEPTANCE I t�te�uaaEcourrrY NOA No.: 17-0322.03 r Expiration Date: 05/10/22 Approval Date:04/27/17 Page 11 of 11 MIAM MIAMI-DARE COUNTY ► ii11�1 ` PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 + NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Polyglass USA Inc. 1111 W.Newport Center Drive •••• Deerfield Beach,FL 33442 ••.•.• ...... SCOPE: ...... .. .. *..... This NOA is being issued under the applicable rules and regulations governing the use of cb59 M(tion materials.Tho•••• Tho submitted has been reviewed and accepted by Miami-Dade County RER-Psoouct•ContMJ rgytion to les••• used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdi fwa�AHJ)• • This NOA shall not be valid after the expiration date stated below.The Miami-Dade County�'xQ0Juct Contrgl Section•�.'� + (in Miami-Dade County)and/or the AHJ (in areas other than Miami-Dade County)reserve the hgtt to have this 000000 product or material tested for quality assurance purposes. If this product or material fails toverform in tlW accepted ;•„•; manner,the manufacturer will incur the expense of such testing and the AHJ may immediateberAke,raddo.or ' suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke thiS'acbeptance, 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: Polyglass Polystick Underlayments 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 renews and revises NOA No.15-0410.04 and consists of pages 1 through 8. PEN The submitted documentation was reviewed by Freddy Semino., , + ~R)ADECOt1N7Y NOA No.: 17-06122 Expiration Date: 09/13/3/21 Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Categorv: Roofing ' Sub-Category: Underlayment Material: SBS ,APP Self-Adhering Modified Bitumen 4 � PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description •••• Polystick 1R-Xe 65'x 3'3'/$" ASTM D 1970 A fine granular/sand top surPhce$ejf-adhering,4PP •••,•• k Manufacturing Or 65'x 3' polymer modified, fiberglass rciaforced,Bits sous Location#1 &#2 60 mils thick sheet material for use as an vm*;layment in sloped roof •• assemblies. Designed as an ipl*&%pin shod?•• • 0000 0000 0000. Polystick Dual Pro 61'x 3'3-1/8" "TAS 103 and A rubberized asphalt self-adhe ng oglassfberlpolyestes:..' Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing mehibithe. Designed as a •••••• Location#2 metal roofing and roof tile ulderldyment. • • . . . 0000.. ► Polystick Tile Pro 61'x 3'3'/8" TAS 103 and A rubberized asphalt self-adoeripg,glass�iber//.polyester • 000.00 Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing menl1ranle. Designed as a metal • Location#2 roofing and roof tile underlayment. Polystick TU Max 65'8"x 31-3/8" TAS 103 and A rubberized asphalt self-adhering,polyester reinforced Manufacturing. 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof tile Location#1 &#2 underlayment. Polystick TU P 32'10"x 3'3'/s" TAS 103 and A rubberized asphalt waterproofing membrane,glass- Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced,with a granular surface Location#2 designed for use as a tile roof underlayment. Polystick TU Plus 65'x 3'3'/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location#1 &#2 Polystick MTS 65'8" x 3'3'/8" TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film + Location#2 4r on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Plus 65'8"x 3'3-'/8" TAS 103 A homogeneous,rubberized asphalt waterproofing. 60 mils thick membrane, lass fiber reinforced with of olefinic film Manufacturing g P Y Location#2 on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Elastoflex S6 G 32'10" x 3'3-%" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location#2 use in roof tile underlayment systems. h t 4 NOA No.: 17-0614.22 MIAKMWE COUNTY . ., �. Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven,FL a EVIDENCE SUBMITTED Test Aaency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04'.09 'TAS 103/ASTM D4798 &G155 ..W13/09 P33360.06.10 ASTM D1970 '..(l7✓D1/10...... P33370.03.11 TAS 103 •• •• 03/02/11 • ' P33370.04.11 ASTM D 1623 ... 0004/26/11 •0.0 0• P36900.09.11 TAS 103/ASTM D4798&'!1155 09/01/11 :....: P37300.10.11 TAS 110/ASTMD4798&WIV `•0:fd/49/11 ' ' .... .... P40390.08.12-2 ASTM D 1623 ...... 0$/07/12......*;0•• P37590.07.13-1 ASTM D6164 ..'..' : VIM2/13...... P45270.05.14 TAS 103,TAS 110&ASTM43i623 05/12/14 •' P46520.10.14 -ASTM D1623 ':,,0 jq/Q3/14•••• • P44360.10.14 TAS 103&TAS 1:0 10/07/14:.... P43290.10.14 ASTM D 1970&TAS 110 ' "014 7/14' PLYG-SC10130.06.16-3 TAS 103 &TAS 110 .06/27/16 PLYG-10130.06.16-1 ASTM D1970&TAS 110 06/27/16 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798 &G155 07/06/09 ' Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798&G155 04/01/08 RX14E8A TAS 103/ASTM D4798&G155 11/09/09 DX23D8B TAS 103/ASTM D4798&G155 02/18/10 DX23D8A TAS 103/ASTM D4798&G155 02/18/10 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city + and state of manufacturing facility and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. M1AMI�IADE CO BUILDING PERMIT REQUIREMENTS: 1. 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 order to properly evaluate the installation of this materials. 4 NOA No.: 17-0614.22 FllAP KMECOUN77 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 } s t I INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type it or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid,6" o.c. at a minimum 4"head lap. (for base sheet only) Membrane: Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polyitick JTU Max*kojystick TU P,Polystick TU Plus,Polystick MTS or Polystick MTS P16s,Seff-adhergd. •• Surfacing: See General Limitations Below. �� "�'• ...... .... ...... Deck Type 1: Wood,non-insulated 06:00: Deck Description: Min. 19/32" plywood or wood plank •• '• •..... System Type E(2): Anchor sheet mechanically fastened to deck,membrane adhered;, AnchorBase Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. . Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4r;beict lap. (Tor i base sheet only) Membrane: Elastoflex S6 G,hot asphalt applied Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self-adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self-adhered with minimum 3"horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus,self-adhered. Surfacing: See General Limitations Below. NOA No.: 17-0614.22 MFDECOUNi1r Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 J } ' INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose deck panels,and I sweep the deck thoroughly to remove any dust and debris prior to application. { 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 maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3"and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable Wiling code. 4. When applying the membrane in the valley,start at the low point and work to the high point,rolfingrthe ••••;•' membrane from the center outward in both directions. •• 0 0 0 0 0 • 5. For ridge applications,center the membrane and roll from the center outward in bot0ici;g 0tions. 0 600046• :000*: 6. Roll or broom the entire membrane surface so as to have full contact with the surfs((giving sp�oial+a entioo • to lap areas. 0000 0000 0000• 0 0 7. Flash vent pipes, stacks,chimneys and penetrations in compliance with Roof Assem'b'ly current Amd&t Control••• •• • •••••• Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. Tie flasking tape shall be •+ • pressed in place and formed around the protrusion to ensure a tight fit. A second layer Qf rolystitk shall be ;• •• applied over the underlayment. 0* ' ' 00 0 GENERAL LIMITATIONS: 1. Fire classification is not pact of this acceptance. 2. Polystick Dual Pro,Polystick Tile Pro,Polystick TU Plus,Polystick MTS and Polystick MTS Plus may be used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. c Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall be applied to a smooth,clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. ' 6. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product { exposure times;not to exceed the preceeding maximum time limitations. Ex osure Limitations(Days) MTS IR-Xe Elastoflex TU TU P Tile Pro Dual Pro TU Max MTS Plus S6 G Plus Winter Haven,FL 180 90 180 180 180 180 180 180 180 Hazelton,PA N/A 90 N/A 180 N/A N/A N/A 180 N/A I 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 �EooEcotmnr Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 t 1 Rule 61G20-3 of the Florida Administrative Code. ' 8. in roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro,Polystick TU Max,Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof the applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 0000 um 4 9. When loading roof tiles on roof tile underlayment for(direct-to-deck)tile assemblie;,44e%aximroof slop,!* shall be as follows: (See Table Below) ... .• ••• • Tile Polystick Elastoflex Polystick TU Plus, Polystick PolysoNe, System(E3) :. ..: Profile MTS S6 G TU P,Tile Pro, TU Max MTS Iqs,• MTV,.lvs with• • Dual Pro ...... .TU Plus •• ••• Flat Tile Prohibited 4:12 6:12 6:12 5M 6:12 •• ••• without battens '. Profiled Prohibited 4:12 6:12 6:12 412 ;•0612 • Tie without battens .. . .. . .. ... The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required,they shall be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment.Refer to Polyglass' Tile loading detail below for loading procedure—two tiles t laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,for a total of 6 tiles—for all underlayments except Polystick MTS which shall be loaded onto battens. (6 Max.Per Stack) m 112 6 fn iiiicii i - N l .. ........ a....:. .... -, n. -.P6L`tS11GK'iU7.7u5s . ............: t AMFFk4DECOUN77 NOA No.: 17-0614.22 . Expiration Date: 09/13/21 j APPROVEDApproval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with ' specific prepared roofing products. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe,Polystick Dual Pro, Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G are not listed,a request may bgWgde to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Sertionjor appfol,*ovided.... that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance and fire . testing results. 0.0.00 •• •• •••••• .... .... . . POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK. MBA A NEN ..... ' PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS.••••;•' LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMATIONS.' �. Y . . . . ...... 1. Polyglass does accept the direct application of Polystick underlayment membranes tc Vpod decks Jpsiallers ate••• cautioned to refer to applicable local building codes prior to direct deck installation to ensure ihis%abctptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls,with the exception of Polystick TU Plus should be back-nailed 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 Miami-Dade County or simplex type nail as otherwise allowable in other regions,at a minimum rate of 12" o.c. Polystick TU Plus 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 Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,applied in between the application of the lap.The use of mastic between the laps does not apply to Polystick MTS. , 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments.Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens,as required by the tile manufacturers NOA,must be used on all projects for pitch/slopes of 7712" or greater. it is suggested that on pitch/slopes in excess of 6 '/4"/12",precautions should be taken,such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. 8. Polystick membranes 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 Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement 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. F F. NOA No.: 17-0614.22 JA IAMMQ/lDE COUh[T1f ...OVED L� Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 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. Brooming may be used where slope prohibits rolling. 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 can be furnished upon request by our Technical Services Departmentt by calling 1 (800) 894-4563. •9 9• 13. Questions in regards to the application of Polyglass products should be directed to ottr.Jecljnical Sgrvicgs Department at 1 (800)894-4563. • 0000.. .. .. 0000.. 14. Polyglass recommends that applicators follow good roofing practices and applicable�1Eiddures as oif'tlined b}=....: 0090 0000 . the National Roofing Contractors Association(NBCA). • 0000 0000 0000. 0000.. 00:00' PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPIE,MMC APPLICATIONS.••••;• LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMVNDATIONS. 0000.. END OF THIS ACCEPTANCE '••' " •• • �" t w NOA No.: 17-0614.22 CWW)AECOUNi1f Ex iration Date: 09/13/21 , o� P Approval Date: 07/06/17 Page 8 of 8 r 4 M IAM I•DiADE MIAMI-RADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami;Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamidade.gov/economy Metcoe Skylight Specialty Co.,Inc. 9715 W.Broward Blvd.4264 Plantation,Florida 33324 SCOPE: . . •••. ...... • • • . This NOA is being issued under the applicable rules and regulations governing the use dfcorlstructLdh Vlaserials. •, The documentation submitted has been reviewed and accepted by Miami-Dade Coungk=-*'roducf Colilrol ""•' Section to be used in Miami Dade County and other areas where allowed by the Author"tY�aving jurisdiction :....: •... (AHJ). .... .... ..... This NOA shall not be valid after the expiration date stated below. The Miami-Dp.&,�buntyoprm6t CoAMU Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade CopaWirserve the right to have,• this product or material tested for quality assurance purposes. If this product or miterfal2ails to perform ir1 Jhe:. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may imMai'alcoly revoke, . modify, or suspend the use of such product or material within their jurisdiction. REI;(-reserves tko-right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this prodece or material fails to meet the requirements of the applicable building code. 'Mis product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 9/16"Laminated or 1-5/16"Insulated Laminated Glass Skylight Systems APPROVAL DOCUMENT: Drawing No. 15-100,titled" 16'-6"Max.Equal Sided Impact Resistant Pyramid Skylight"sheets 1 through 8 of 8,dated April 14,2015,prepared by Tilteco,Inc.,signed and sealed by Walter A. Tillit Jr.,P.E.,on April 14,2015, bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,Gardena,CA,and the 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 mate als,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& renews NOA# 12-0612.01 and consists of this page 1,evidence submitted pages E-1,E-2, E-3,&E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Maknar,P.E.,M.S. , NOA No.15-0622.08 MIAMI•DADE COUNTY `/ Expiration Date: 05/19/2020 ID Z.c JS Approval'Date: 09/03/2015 Page I Metcoe Skylight Specialty Co.,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#05-0104.01 A. DRAWINGS 1. Drawing No. 04-138, titled "16'-0"Max. Wide Impact Resistant Gabled Skylight "sheets 1 through 7 of 7, dated 10115104, last revision #1 dated 04122105, prepared, signed and sealed by Walter A. Tillit Jr., P.E., B. TESTS ' ' " '""' { 1. Test report on Large Missile Impact Test, Cyclic Load Test,'hnd'Unifcy'm.Slatic 0 air Pressure Test on Metcoe Skylight Specialty Systems, pCgU jr, I by AgrNcan • Test Lab of South Florida, Report No. 0204.01-04, dated 08115/04, sipr" and sealed by William R. Mehner, P.E. •••• •••• ••••• C. CALCULATIONS 1. Calculation titled " 16'-0" Max. Wide Impact Resistant Gu5M Skylight*"1 21 '. pages, dated 11108/04, signed and sealed by Walter A. Tillit fr., P E. ;••• ," •• .. . .. . . . D. QUALITY ASSURANCE ' 1. By Miami-Dade County Building Code Compliance office. E. MATERIAL CERTIFICATIONS 1. Mill Certified Test Report issued by International Extrusion Corporation, dated 08106104,for Die 921116 with the Chemical Composition and Alloy Temper. 2. Mill Certified Test Report issued by International Extrusion Corporation, dated ` 11118104,for Die #H-13273 with the Chemical Composition and Alloy Temper. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#05-0929.07' A. DRAWINGS 1. Drawing No. 05-303, titled "16'-0"Max. Wide Impact Resistant Gabled Skylight " sheets I through 7 of 7, dated September 23, 2005, last revision #1 dated 09123, 2005,prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance office. r E. MATERIAL CERTIFICATIONS 1. None. my A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No. 15-0622.08 +' Expiration Date: 05/19/2020 Approval Date: 09/03/2015 E-1 x I Metcoe Skylight Specialty Co.,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#07-0511.07 A. DRAWINGS 1. Drawing No. 301-test, titled "Pyramid Unit Plan "sheets I through 7 of 7, dated April 25, 2006, last revision dated August 30, 2007,prepared by Sentech ...... Consultants, LLC, signed and sealed by Alfonso E. Lopez, P.E. •'. •••• •••••• B. TESTS •••�•• •• •• ••••:• 1. Test report on Large Missile Impact Test, Cyclic Load Test, and.UniforniAlgtic :....: air Pressure Test on Metcoe Skylight Specialty Systems, prepay by AIXoxichn • Test Lab of South Florida, Report No. 1208.01-06, dated 01/1212407, sigrle.4 vnd ..:..• sealed byl7emyHattem, P.E. •�� ••••;• 2. Addendum to test report 91208.01-06, prepared by American Ttsr Lab., South Florida, dated 0910512007, signed and sealed by Henry Hatteln, P•E. :••... •• •'• C. CALCULATIONS ••• • 1. Calculation titled " 16'=6"x 16"-6"Pyramid Test Unit Structural Design Calc., 28 pages, dated 0112112007, signed and sealed by Alfonso E. Lopez, P.E. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance office. E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#10-0420.05 A. DRAWINGS 1. Drawing No. 301-TEST, titled "Test Unit "sheets I through 7 of 7, dated April 25, 2006, lust revision dated March 25, 2010,prepared by Sentech Consultants, LLC, signed and sealed by Alfonso Lopez, P.E., on March 26, 2010. B. TESTS 1. None. C. CALCULATIONS 1. Calculation titled " 16'4"x 16"-6"Pyramid Test Unit, 31 pages, dated 0312612010, signed and sealed by Alfonso E. Lopez, P.E. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance office. E. MATERIAL CERTIFICATIONS 1. None. , HWny A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No. 15-0622.08 Expiration Date:05/19/2020 Approval Date:09/03/2015 E-2 I Metcoe Skylight Specialty Co.,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL it 10-0804.16 A. DRAWINGS 1. Drawing No. MET.11001, titled "Metcoe Aluminum Skylight System"sheets I through 8 of 8, and sheets 3A, 4A, 5A, 6A, & 7A dated 02/14/2011,prepared by�Nu- Wind Engineering, signed and sealed by Christian Langley, P. ., ox 041!02011.' 0:0 B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Load Test'&?'M2tcoe Skylight 0000.. Specialty Systems, prepared by American Test Lab-of South?;lob*da, RepNT Wo. • 1026.02-10, dated 11/10/2010, signed and sealed by Julio Gonzales.P.E. • . 0000.0 66666 0000 • C. CALCULATIONS0• 0000.. 1. Calculation titled "MET.11001", 7 pages, dated 02/19/2011o,signed and seabed by 0 0 0 Christian Langley, P.E. 0• 0000.. 6 66 . .0060. D. QUALITY ASSURANCE • 1. By Miami-Dade County Building and Neighborhood Compliance Department(BNC). E. MATERIAL CERTIFICATIONS 1. None. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 412-0612.01 A. DRAWINGS 1. Drawing No. MET.11001, titled "Metcoe Aluminum Skylight System "sheets I through 8 of 8, and sheets 3A, 4A, 5A, 6A, & 7A dated 02/14/2011, last revised on . 10/24/2011,prepared by Nu-Wind Engineering, signed and sealed by Christian Langley, P.E., on 06104/2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Compliance letter with the TBC, 2010 Edition,prepared by Nu-Wind Engineering, f signed&sealed by Christian Langley, P.E., on 06/05/2012. Hdrulf A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No. 15-0622.08 Expiration Date: 05/19/2020 Approval Date:09/03/2015 E-3 c Metcoe Skylight Specialty Co.,Inc. a NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7., NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 15-100, titled " 16'-6"Max. Equal Sided Impact Resistant Pyramid is Skylight "sheets 1 through 8 of 8, dated April 14, 2015,prepared b.y Tilte.6 h1c., •• signed and sealed by Walter A. Tillit Jr., P.K, on April 14, 2015..• • B. TESTS •••:•• •••••• 1. None. ••�•�. C. CALCULATIONS •••••• 1. Calculation titled " 16'-6"Max. Equal Sided Impact Resistamt•-P rramid Skylight ", 00• 20 pages, dated April 14,'2015, signed and sealed by Walter A. Tillit Jr., ''.E... s •.•.. D. QUALITY ASSURANCE . . 1. By Miami-Dade County Department of Regulatory and Economic Resources.• E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Compliance letter with the FBC, 2014 Edition,prepared by Tilteco, Inc., signed& r sealed by Walter a. Tillit Jr., P.E., on April 14, 2015. f a M y A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.15-0622.08 6 _ Expiration Date: 05/19/2020 Approval Date: 09/03/2015 E-4 t S .......... ... ...................... ................... .. ......... ... ........... . ..........— ........... ...... ............ .. ..... ............................. ........... 1.SKYLIGHT SHOW ON TmPADDUCT AlIPF46VAL DOCUMENT(PAO.)flm.MEN VERIFIEDFOR THE 21114A5th EDITION)OF THE FLORIDA:BUILDING CODE YHIS gmx;kT MAY BE INSrA=AT HIGH vo=ly HURRICANE:zomm 9.3.b DESIGN LIVE*WIND LQAGS�SHALL K:DEFMWI)AS:PER CHAPTER 14 OF THE ABM MENTIONED CODE,USING ASCE 7-10 w: .w. .... ... .. w: 9.4.ALL SACKER RWANO WEATHdt SCALAW.M DEW*000".795 SILICONE PIRRIM SEALANT, FOR INSIALLATIORVAND SHALL NOT EXCEED THE..VAXIMUM(AAD.)DESIGN PRESSURE:FIA7IN03 INDICATED.OR NOTE:'2 8a.OW. so IN TOMMY DEC ANK OMXMK WMW OEM IM WAMI MMMM PER AWE 7-10 SHALL CIE Fow ALL GLAMG�il!JOCI(i,TO'BE NEOPRENE 00 RUBW:MAJERIAL WITH A OUROMM.HARDNESS-00 a ..... ..... REDUCI$D TO ASL "ID LOADS.:SY MULYNIM 7"Ff ILS A 01111W V COMRW.INESE W/wQ*OAM la ALL.nAWNO.,TOW UPPED 3.AND SO ON .. . .: ..: a ......:.... .... .. PA lND0=.QN:N=2:11111M A BED OF SUCOWSEALANT. . .... ... w,w, jRE ATED IN.ORDER TO VERIFY THAT ANCHOR&ON THIS P-A.14 ME NOT'OVERSTRESSED UNDER DESIGN PRESSt R4140i.INDIC- ON NOTE 2 BELOW FOR EVERY tow APKWATft of THIS swLm sysTEK A 3=INCREASE IN AUDO&E STRESS FOR WIND LOADS.SHAIJ.NOT BE USED IN.: ... ,11..GLASS DID BE 91167 TMK 11APACT:RESISIANT.LAMINATED CONSISTING OF ve NEATSTRENGTHENED wm:+:oow .... .. SENTRY GLASS PUTS INTERLAYER 13Y DUPONT+1/4'-I'MEAT STRDIGTHENED QIA%o VAX.MASS AREA 334 Fr FOR UP TO THEIR AWNSIS.: -?W. 24M.FTI.FOR:UP 70+75,- 6W. MIN.GLASS Off SHALL BE ISA": IA.:SHOP DRAIKNOS AND STRUCTURAL ARE FO SHNL:BE,SUBMITTED FOR EVERY PERMIT.THE ANCHOR:SIZE,PWAIEFER BRACKET SIZILAND PERIMETER CONMECTION:BOLT SUES ARE FOR,+75.0 psf.--ftO pfff DESIGN LOAM ACTUAL BRACKET SM CONNECTION BMT SIZL. SRL::: ALTERNATE,GLASS M BE 11:5/14��:TWK'AfP=RESISTANT OF, I/v muy iii�'OLASS. a. FLASHING AND ANCHOR DOLT SIZE WILL VARY WITH EACH APPLICATION.AHD THEY SHNLL:BE REMWEV AND APPROVED BY THE CORRESPONDING -'1/2*1 AIR SPACE. 1/4';CLEAR HEAT.STRENGTHMED.CLASS-H3J)W SENTRYCLASM PLUS WIMAM BY OUPONT.+ 1/4!7 CLEAR,I.W, a a ...BUILDING DEPARTMENT FOR EACH JOB. DR0INGS MAY INCLUDE LARGER SKA)GHT.*rDIK LENGTH AND,RW W/CORRESPONDING LARGER GROSS. STMOTHENED:GLASS. MAXIMUM,PANEL SIZE IS 24.49 FI`,GLAss:ww SHALL BE .......w, SELTION Rwmts a MULLIONS,BUT PRESSURE RATING AS WELL AS MAX.GLASS PANEL a m. a w i 12..ALL WELDING TO CotilOW To WELDING SOCIETY A.W.S.DI'.2 REGULATIONS,USE,CERTIFIED.WELDERS USE 4043 SZE.SHALL EaL EXCEED INOSE INDICATED I ON THISDRWING(SEE-ROTES,2 NO I I RESPECTNELY).�THIS'P.A.6.COVERS PYRAMID Owc SKYUGHM OTHER SHAPES/CONFIGURATIONS W/.SLOPED GLASS:MAY BE ALSO ACCUOT ..PROVIDED THAT ABOVE MENTIONED CONDITIONS ARE ....... ELECTROOEX: ::.COMPUED WITH.:YHE DESIGN OF�LARGER COMPONENTS FOR LARGER SKYLIGHTS SHALL BE PERFORMED BY+A FLORIDA RL AN*REVIEVED BY.THE ......... . ...... ............. STRUCTURAL PLANS Exwm&or THE comuspomom mammo DEPARTMENT ON A Joe SPECIFIC BASIS:(SEE NoTE.1a): 13.ALtUNUM MEMBERS 114 CONTACt WFM.CONCRETE SHALL BE.PROTECTED.ACCORDINGLY WITH.SECTION 2DO3.&4.4 OF.THE 204 :(,16 EDITION)OF THE FLORIDA BUILDING CODE . .. . ........... :ww kS.Oi DESIGN PRESSURE RATING IS!+75.0 Po NNOWAROSTDO.'-ftopsl(LEENARO SIDa , : . .-- ... ... a A.S.D.DESIGN PRESSUK RATING AS PER SECTION IftS OF AE FLORIDA BUILDING:CODE,PER PROTOCOLS:TAS:201 262,203.PER AMERICAN 14.ALUUMMMaMigikCOWACt,k�M'SYM.4W-L;BE.PROTUMA066 ACCORDINGLY .2 QF,iHC2014'(iih .. -'TMTM LAS OF.SOM FljDWOA REPORTS 1208,01-DO&IOXO2�10, a 01111ON)OF THE FLORIDA BUILDING COW i SMUCTURAL ADEQUACY OF SUPPORTING SPRUCRIRAI.MEMBERS IS NOT PART OP,THIS PAD.SMUCTI)RAL OMGN OF THE STRUCTURE THAT WILL :15.PAINT,FINISH AND COLOR'TO IIE SELECTED BY ARCHITECT OF RECORD FOR THE JOB IN COORDINATION W1.W SHALL COMPLY WITH.AAM&1800 SPEOFICAmON,Se*"3,li. ... .... . PROVIDE SUPPORT:TO TM SKII.W.SHALL BE PERFORMED 13Y THE STRUCTURAL ENGINEER Of RECORD FOR THE PROJECT.STRUCTURAL DESIGN ....... :::`SNALL INCLUDE IIID TAKE INTO CONSIDERATION THE ACTUAL+Vk AND VY UDADS.TR%NSFrRREO FROM THIS SKYLIGHT 10-THE SUPPORT STRUCTURE, .. :- a 74 OF&&CZ 7-16 STANDAM. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THESOUNDRESS,OFTHIE STRUCTURE WHERE THE SKnKW IS OF SUPPORTING STRUCTURAL MEMBERS SHALL BE RENEWED BY THE STRUC71RAL:FLANS : TO BE ATTACHED TO DI"E PROPER ANCHORAGE.SEE NOTE 3 ABOVF-*: w: ...BASED ON DEW.LIVE&WIND LOADS,AND USING,THE LOAD COMBINATIONS AS PER SECTIONS 2.3 OR .. .....CONTRACTOR.IS TO SEAL/CAULK ALL SKYLIGHT COMPONENT EOGO ON&JOB SPECIFIC BASIS. :EXAMINER.0F.M.E.CORRESPONDING,BUILDING DEPARTMENT AS INDICATED ON THIS DRAWING TO PREVENT MWO/ a w a INTRUSIOW wa ....... ..... w w w: �ALUM,RAFTER .... . ... a ALUM:BRACKET 17-SKYLIGHT INSIALLATION.SHAU COMPLY WITH SPECS INDirATED IN THIS ORRAM PLUSANY MUM AND ZONlNG'RbWLAOIbkS.. a. Vit PROVIDED BY THE JURISDICTION VIWRE PERMIT IS APPLIED ft ........ a a ILL.(a)THE PRomcr APPROVAL DOCUMENT(PAo.)pwwm Gy THIS ENGINEER is:GENERIC AND,.wm NOT WmM-wN+ V. PROVIDE A a FOR A SITE SPECIM,PR 1�. w: .. a w: .. .. ........ • UPPORT (b)CONTRACTOR:TO BE RESPONSIBLE FOR:THE SELECTION.PURCHASE AND*""TION INCLUDING LIFE SAM OF IN I...... ST*UCPJRE fs;,::,: "EDOES 001�WAk FROM THE CONN TE a. PRODUCT BASED ON THIS PRODI.ICT APPROVAL PROVIDED TIONS OETAILEDON THIS DOCUMENT, ...... CONSTRUCTION SAFETY AT SITE IS*THE CONTRACTOR'S. 4,'ALL ALUMINUM 4XMSIONSSHALL BE ALUMINUM ASSOCIATION 6M-TO ALLOY.AND TEMPER. .... ..... (c)THIS PRODUCT APPROVAL,I)OCUMENT WILL BE CONSIDERED INVALID F MOOFM: AM ALLIMINUM SHEET SHALL BE ALUMINUM ASSOCIATION SOD5-HI 6 ALLOY A14D HARDNESS: ..........*****...... .... .. (d),SITE sips=PROJECTS SHkLi:BE PREPARED BY A FLORIDA AEOISTiERE16 60tIM66it:6i ARCHfW WITCH ViAL"L BECOME THE .......... ALL TO K.Svsilm'gM AQ SER0ES 304 OR 318 STRAIN HARMED WI HEAT-TREATED WITH WL-rEHSlLE LOAD CAPACITY Tm42751.::j� PROFESSIONAL 0 !ACTING.: &'UIN. ULTIMATE SHEAR LOAD.CAPACITY,Su-2700f,PER ASTM S-M&.B-594&SHALL COMPLY-W/FLORMA BUILDING CODE SEC710N F RECORD it FOR THE PROJECT AND WHO WILLBE RESPONSIBLE FOR THE PROPER USE OF THIE D. PROFESSIONAL OF RECORD,ACTING.AS.DaEGATED ENGINEER 70,THE PA.D.ENOINM SHALL SUEW TO THIS LATTER THE' w SITE SPECIFIC DRAWINGS FOR ....... ........... l.'ALL ALUMINUM POP RIVETS TO BE 5052 ALLOY WON AILIMINLIM MANDREL. OW04AL PAD.SHALL BEAR THE DATE AN I D:OROAN W&SEALD SIGNATURE'.':... :P THE ROFES.SOIAL ENGINEER THAT:.P.REPARED IT. . ............ . IL'BOLTS TO GESTANLESS SIM AM SERIES 304 OR 318 WITH 60 Iml(We.) LE STRENGTK PER ASTM 1 5113' STRENGTH AND:90 kd:TM w. :ANO 111=564, :... .......:... I.::. .... .: . ... .::::. ... : :::..: . . lg�PRODUCT MANUFACTUREfM LABEL SHALL+BE LOCATED:ON A,WAMY LOCADONAT PRODUCT . ..... ...... . . ........: .VISIBLE. ........ IN ACCORDANCE WfTH SECTION 2405,5 OF:THE.FLO BLqLDlN CODE. Colo .......... ........ i 4�tiAiiNo SYSTEM siv4 COMPRISE-OF,Ilk:06 ................ .............I........... . .............. ... .......... ..... .. MADE OF EXTRUDED SR.ICONE,WITH ouRoboER HARONEss 'ULTIMATE ios2E'.-1400:pd ... .... ...... :w. .... .. ............. ELONGAIM-334% 80btRRODS i*'klhdS`T0:&tUNDRA:F`OAM POE. MANUFACA8iET1BY WWSTRIAL 114CF&M.POLYMERS'WITED'WITH'THE THIS DRAWING WLL ONLY BE USED TO--- FIDLUMING P��.PROPERTIES- ......w.......... OSTAN MUM IN,THE STATE OF FLOR& .............. . ::.:POtYURETHAHE lQLIALJIYAST)d 15$4:::: .. ......... :0 0 eww.0.:0 0 • HON-COIAPPE.9SED I./m.It, :- .:.::::.. . ........... ... ... ... 0 wf.. :COMPRESSED DENSITY::: i i:i 4�-fl bo ,.:FL, •w.w + :COMPRESSION DEYIYJM 2SX.. 0 •0 • 0 00 ELONGATION . ..... '0.+ F: DAP BkgWk CODE. NIGH:VELOCITY U I TENSILE w. rA 0 LORI Lbs-MIN- 14 RR CANE ZONE, :TEMPERATURE RANGE 0NTERWfTITNT)::--70:10457F. W-6,Max, EQUAL,SIDED IMPACT w. matow),119 d.:N::1th 1110 Flomll No,441 RESISTANT PYRAMID:SKdlGI-(T MA.: . .... .. ..... ......... .. ....... ... ............... ....... . .. ....... m sj..— •.: 1 0. E mccIumcetlil ; TCOE owe 6 ma wm ism STIM "'..Wo '/oNAL E�LMN%wri >wu• N. ER A. t' M"f-CLACIE:COUNTY a P.E.'N,gNir��Mk/DATEW : NFL, 40Jr. w i: a a lu .. a ... .... . .. . ...... IR a— ....... *00 0 0 • 00 • 0 0 00 00 o • • 7t 9f s, 3's2 �•' - .......... %8 ...y4 -- 7h2" - — 8 )(6* 3f s" 2%2 T�• X32'- _ ya' .. 8 ,..._t 2• ------------- t �i s 3�8 2131 2. 3y32" rz 4 3" X33 ,32 '2„ 3�2 ....... 3.. . L -- 1 8' %, T 4�4 YS2 SILL X192 �'a:............ BRACKET §116 X—MEMBER A118 `\ RAFTER J38 _ 1.151 8 _ t s435z" o.7so 342 2 3c X3L. is #4�j ALUM. CAP PITCH AN #76 SPACER CAP X68 EXTRUDED ALUMINUMEXTRUDED ALUMINUM r— .4 33cc I 0.492 z17fs2 tis• 316! -3's2I X16' Izs �o.osoaoso" 0 7.983 I.Q00 135• _ ... .�o. _ r ........._...._L 217 6. _.. .. _.t 0.438• 0.49 tf" 8• -'21 Yt8 I1 8' 0.287" .. �� ANGLE CUP SILL FLASHING ALUM CQM J124 B ALUM. CAP SCALE2yt i ••• ••• EAI, • • • • • 61NG CODE HIGH VELOCITY HURRICANE ZONE .`'1''P•'' �C •.✓% •• ..• .. . FLORID 9lW- 4nata Mnw.me ta•-8'Max.EOUAL SIDED IMPACT [IAIdYN PROMKTssvl" i No.44167 I2ESISTAHT P MMID SMQ'ff _ COMPONENTS >7��;Inurol�la.aa. - E•v b • METCOE '%„N -- d+�caea e� -....s.. Jeff Acca�tatxv N015-66%4.08 • • •sKnaMr svcaun co..RIC. SCALE 1/2"mi" Gni oalktc oZo YF •.^ICOR(pP,•��444 •�N.!�ma wi ves tP iw • • rn ws w 0j ��, S �� • rnw• los w t •s.t • • amRanat anuoxr atmts 15-100 Mi i gGoraml �/��t ��\�`\ Ea-00 719 • • rw ear men sa aMM[w Ih YYALTER A?LLiT w.P.E. IMAM-DADE COUNTY P.E. SEACf 51tlHWN E/DATE iL01aLW Do./44167 SiRET s a a • �•••i i i i i•••i ui am TO 6a Crlm ♦ I 1 � 4 ♦ I 1 I{ Y t RAFTER 138 ♦ 1 1 /RAFTER 138 4 4 i 19 SLOPE 7 1 1 t 4.12 SLOPE V 7 t' X-MEMBER Y-IC / I I / 6 I I ♦\ GI OR G (SEE NOTE 11/1) s7 1 ` LqS 1 y I \ 7 / I RAFTER 1381 7 1 RAFTER 138 7 M RAFTER 138 I I RAFTER 138 I \♦ 1 - I •• ••• • • •• ••• ttG q • • 1srD�SILI.POtM • • SILL POINT ♦♦w\•`fG..A.•T� r��/�, •• ••t ••• •••FLOR•IDA• ♦♦�`♦ R „�(� i,� WJING CODE (HIGH VELOCITY HURRICANE ZONE . �- 1Q •'.��'� 006 Turn,910 16•—G'Max.EQUAL SIDED IMPACT MOD=REVISDD F RESISDIHT PHIAMID SKYLIGHT -u complying with the p1mids N��' '` '� • 7 y� ptple»�6 - = o�--�'---."""* • E V M� •• :•• METCOE Menses PYRAMID UNIT FRAMING PLAN "`"�" �° 1�'YjJ�V �. '9'. / F' � riLLIT TftTINO�t[N9�16C111 ►may •. 1716 901 170th AI![f SCALE: 1" = l'-0" :o^. F 7Pp•!.bi��illf» • • 9o"GRAW Mew Wcu" 15-100, �no1nA _•'��4 s • P»r' • RI's' WAM A. t _ url iUC' '>;,'. r.,1„ - \ ♦♦\♦ ~� E9-0T0l6ll97T19 • rx 90.M 1Yr!»I 1e7 »»N9.0M MIAMI-RADE:COl1NTY P.�'�� A1C /GATE nO1004 o /444IFI atm s or e • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • KEY PLAN SRL PONT TB SILL PDINT SRL PONT TO SILL PONT Gz 441A&B EXTR, ALIBL CMS(BEYOND)- 12 041A I,D EXTR ALIBL CS OEYONS) G1 BACKtac RWa 4 SLOPE M 12 BLACK SILICONE SEALANT V/FOAM BACKER RDD... 1,IIA 4 SLOPE LOCATIONS ALUM GAZING ANGLE BLACK SILICONE SEALANT V/FOAN BACKER ROD- 1/4•X 416 on EXTR AUKSETTING BLOCK RAFTER(BEYDNN TYP.AT OTR.PTS, 1/4'z 4'LG. B38 EXTR N,IBL - P SETTING BLOCK RAFTER(BEYOW 1/4'0 VEENIOLE TYP,AT OTR PTS AT 3a O.C. V AT LOCATION 1 3/8'1 AT LOCATION 1 iUEXM AT LOCATION 3 ALOGTBH 3 UXF.1/4•o VEEPHmE A _ NOTE I"D ss. AT 3a OG )'AT LOCATION 1 WWII AT LOCATION I I V/tiltu VASHER BSE EXTR US'AT LOCATION 3 1H. LOCATION 3 - S. 1/4'1 x 1'LG.SS. (SEE U1U #98 SRL I (SEE MOTE IA/0 U)NF.S. TYPE F N3OLT ,i- T1B1U-BOLT <2)PER RAFTER-, i v4'1 x V LG.S.S (SEE T S WASHER I TYPE F NBILT�,_�') (SEE NOTE LAID __ I -BOe EXTR (2)PER RAFTER AW.HOR CLIP 1118'POP-RIVET (SEE NOTE M) TM - _I AT 12'OQ *116 EXTR.AL ANCHOR CLIP over PM-RIVET) ._ (SIE NOTE tNU DIMPLE SLL TO ii r......... AT SY OC. -'......_. HOLD CLOS1IRE_... r2� Y 024'1:O.C. _..._._..._ 4. . DIMPLE SILL TO t N/SIIICOtE SEALANT .._.....'._._. HM CLOSURE.. 'Y• 1' 2' ^+� --SILL APINI UK •24.1 O.C. +' OMW AUR4 SRL N W smon SEALANT FLASHING OA40•A.UL (SCE NOTE WD ISOLATE SRL PAN FLASHING :. ISOLATE (SEE NOTE WO ........................... -` , t 4 : SILMONE SEALANT SILICONE SEALANT ( `•--ANCHORS(SEE NOtE LAID 16 II II FNC1 OU(SEE NOTE IA/D I I I I A I I III III III IIIING (11 I 1 I ( `BYI OTTIER3 NOB .................. 1 1 CSCE NOTE 3/1> EXISTING CURB ______��_____ SY OTHERS (1:¢NOTE 3n) -� ROOFING HArL BY OTHERS ROOFING N1Ha�S ....._..�......_... _ 0.6 CURB ty_3r PROVIDE UK 00 O0.[IAB "WIDESILL DETAII 1DN • • • • • • • 4SILL Ell ``` `,��R 1AuT/`` 1A SCALE: Fill 1. • •• • • • • ••• • SCAM Q1.,,.'• • !LORIDA"ILDI"CODE•(H*HWEIACITY HURRICANE ZONE e•• 0"15 tA1TCo,Ac 16'-V Mo..EOLW_SIDED IMPACT tfAW1N ee •, '• '' RESISTANT PYRAMID SKYUOiT MA. V S'M t "e.:4.'J -� = ` '''^�7 • •:0 ••• CD • • --4/14/15 BAlf x(. pS •"'.�I T/LOCO =P• � TILLrt TESTING Jk ENdNEERiNO fINMPANY• • • 1 1 R� • • f� O F .'(4 •TDs MC>Ah.9 M.aaS wraA1 .�NIM• a 15-100 ,�•!l,•; y�/J / L '�' �ORIOP• .k,_� n.»:c>nl�n1-Isco.F.:cl-I I 1�IRM t�l:Rnua�axwts• • h 1.;:)• /:" �� 4 01,•• wA IA...RW.an • • NMFND INs •<w.('cnn+'t /i t�' r E9-00051iR ww..e. rn w /// �/•••••••• r �� A J..P.E MIA MI-DADE COUNTY P.E." /DATE FLaFALTERrooA uoj 44157 s11E[i 4 F7,71 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OWS'x 3/155.STJST. OR Nb NAKLT,(3)PER00/R'x V4'L&ST./LT. \yam RAFTER AT EA SiSE (ryy�� itl�.!�.N.tdT.A PER RIIFT[R AlEA SIDE W AM \ V �rTAfA(ET \ I�RAGI�� \ \ I"EXTR.ALUK JACK RAFTER RIR EXTR.AAM .MSK RAFTER KacAnas 03/B•(1)S /ST.TiRU-XLT— 03/ UX F.i.x 3 3/B'LONG � (3)PER RAFTER - ST./ST.TMN-10.T— _ C3)PER RAFTER R3R NHIP RAE Atm \ 034 EXTR,ALAJK IOP,A 1 5 L S RAPIER P CDNNEGflON DETAIL PLAN RApTER CDNNEC110N DETAIL P �► 6 fCAl6 PERL 4 RG4L:FULL - EKTR.AWN.PITCH Q - OM ALUM.PM AW ! CONT.RUCK SUCONE cow RUCK SUMS SEAANT --- .SLACK SUDW SFAINT CONT.%AGI(SkIDONE am SRICONE GIAZING OAy(ET EXTR.SKX70K GIAM GASKET aM SLXXW GIAZVG CA.S1tET "MSA)I)ONE fAAZf1O /7S EXfR AWN.SPACER—. I /76 EMAWY.SPACER .....�___ #76 EM.AM SPACER— M��• G G2 ct— t dI• � 1 - tall AWtd, � BRAdfET s 'k r SE=ON 5-0 T�T,TTuulHnprSICALL • • •• • • • • • FTRi F\•'' E .Q' IRVRIM 41919ILDI"CODE•(HIGH O/EWCITY HURRICANE ZONE DRAM t)T: CLOTS"Law.INC 16'-8'Max. EOVAL SIDED IMPACT lto wcr REVIS66 No.44167 S RESISTANT PYRAMID SKYLIGHTWA. owRp*11 with The Phxida- * - _ • •• ••• • - BuildingCotb /14hs IRneWAnroNo -�D Z.d)$ .pt E bf :4�r. '� E C 1 C! i i� �TM - ..• DATE e to Z�O• ,.[�:t(I: TILUT TESTING•ENGINEERING apMPANY• • • t 1]tw s•EV • • DY �'• 'r N� \� w"`.. Oefnt�'-'ta o.w�tT�Im�• �!M t�G`ar mtvn! • .. 15-100 i c ConGol I /II/ tV�1 `,� EB-0009719 • • tKuwxo Rs YIALTEA A 71 LIT i.P.E. �j MIAMI—DAOE COUNTY P.E.' j;;1 ARE/DALE FLORRIA uc./44,57 s ca s a • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r i Iii'PLAN .+ -ALUL MITE CLIP LIJ7•wL131'�c123'xL9CJi& (D 1/4'0n3/41G LS,MMI ItLL PDDR TO TILL PG1HT .. .._...._.._.-..._.... WAMi,FLAT L LUG(WASHERS TYP.EACH LEG .—.— • LOCAIMS d. 0.188•TH(.ALHL CLIP AT EACH RAFTER..- LINE OF CURD- IELIOW(SEE NOTE 3/1) 5A6•OM3/4'LG.LL HMI HUT,FLAT L I=WASHERS .__....__ (D PER RAFTER II II ` � — — i.—SEE MUTE WD >n II 1 \ DO III _ r m6 EXTA.ALUH. av IP (SEE MOTE IAA) II( II I II T \ ___ GI,G2— If i R � IIIIII '• �P I IIII I 1••x3 3 U-XI UAtF.I S S.rinu-ear WANT,FLAT Loa L (WA3VER& II tscc NDTE WX 1 ' on IXTR ALUL-.. IBP RAFTER •• ••• i • • " • • •• 3 CORNER DETAIL PLAN • • • • • • • • • \,_Oj s,E; flit!. `````44 11 IA 11�� ///// • •• • • • • ••• • NI IN • • • • • • "ORIDA•9UILDIMo CODE (HSGH•• VE1QGTiY HURRICANE ZONE 17 �,�•• s '9�L amu TATEtD,IMC 16'-6'Moz.EQUAL SIDED IMPACT ,•, DRON eta MODUCTREiMED = RESISTANT PYRAMID SKYLIGHT Yt. •F mHP'IYi1�YAIh R/e['idWJ BYIIdY1Q Codd A C �09;,t YTCO • • — 4/t4/1s uxeNo •Od iL • • 111 E DArz�/T _ sK^'&T(r�PEcwLn�o.�Hc. F�1 W10a10 .p•, J i f .' * TIL(R TESTING k ENGINEERING MPAMY • • WS�4��(1y}A m•¢y_ • • ,•Q'` 6lH MR..f411,.k,w.J14 YYlC14l 3],� CAROK O(1jw15-100 O •, R 44. ....:(wpm 1 ,;1 • •lID4!A•MOR scowl as m q • DRAW Mauct ED D"712 «. Jj WALTER A 7ILIJr.PF MIAMI-DARE.COUNTY P.E.p DOTE FLORMA De.0 44167 sMEEr s a e ••• • • • ••• • • tz ILIA►en1G•tar._—1— swl nocwcn+-----.— / SOP,WASH S.S HHMe w/ 124 EXTR,ALM.CAP 4 =K •7.1` 9Jo I 41A&B EXfR a NEOP,WASHER AT 6'3 0.C. It I M,A,419. #41A4B EXIR 1/{'h1t 10.S.S.HH18 ALW.COPS IN EMR ALUM.GAP W/,NEOP.WASHER I EMR ALUM,PRCH ADJ �49A>• �, ALlel CMS CANE.BLACK :AT 8'f O.C. _EXM A M PITCH ADJ -SILICONE SLANTL BLACK SIUCOIE SEALANTSEALANTCOWSILICONE SNACK SILICONE SEALANT RACK SRICDE SEALNR- VXOM nAa1ER FM 1 Gt'- FOITR SN.ICONE EMR.SILICONEG' GLAZING GLA2IL10 CASKET G}— —G1 - MR.SILICONE Em.SILICONE CUkZwO GASKET EM.SILICONE GLAZING CASKET.._ GLAZING,GASKET (TTP.) : -PITH AM (76 E%i ` 41G.JAMB BLOCK SSILICONE � SPACERR.NDA"TIF.•QTR.PTS: V-EXTR. GLAZING CASKET 4'I.S.EPDM.NIB BLOCK 1 '1 1/4'COM. IilP.AT QTR.PIS M.GLAZING BAR ` 1/{'Az110. I I Li£f SCREW-� ( ' fie E7p TA 7M. ENO kDY RAFTER W.a EKM t 1 W. x-BAR ExTR. /38 on.ALTA" ,'}COM.WFTEa PIfIER FULL 3 X-BAR DETAIL 1 RAPIER DETAIL HIS DETAIL T SCALD FULL 7 SCALD fULL. � i E S.S...M0 W/ #124 EXTIL ALUM.CAP` 12 v4+x2!'L&.Ss.L1i8B w/ I ,�L41Ae9 ExTR. WASHER AT 6't a Q .#8B EXTR.ALUM.CAP Il1JP.WASHER AT 8't O.C. W.CAPS IXTFL AUNL FITCN ADI EICIR.ALARA.PrlCH AOI 4 SLS OOM. BUE CK SIUCO � I .CONT. BLACK aMNE COM. RACK SILICONE SEALANT --CONT.HACK SIUMNE SEALANT _ ae //SERER E1LTR. SEALANT: SEALANT ,..+ A91, a>s --kIM.DAPS G2 --G2 EMR.SNJCOHE oLAZING---_._-- Dam SILICONE � GASKET GLAZING GASKET /E INN SaLmNE sTALANr. I G2—"- V/FGNK MCItR Am(TTp) G2 I I EMR SILICONE EMR.5 CLALN6 GLAZING CASKET GASKET PITCH ADJ ALUM. ..WING GASKESILICONT 4%Q 44M BLOCK- VIP. EXfR SILICONEtS�1Y SPM�R YAP. (T81•) TIP.O 01R PTS i ...._� BLOCK GASKET i IYP.AT QTR.P15, 1/84t 1/4'COM.- 1 AL _I3B ExTR. UM.QA2ING BAR � � ALO.RAFTER 1/4,0V . SCREW SET i 1 TIP.EA.FIND � - •• •• �• • • • • •• ite E]RR�I • • • • • • • • Y x-eAa 1 _#x ExrR. • • 1 •• • • • • • 11ULIMMMr AA • • ••• • A RAFiE7i OETAH.' ALf /TRAITFJt HIP RAFTER DE�L • • • • • • hjo0 AL.W. 7 SCALD PULL: � �,�E(i,A..T!(�/ ,,A�� 7 scup FTe1 I•.tORI(VOUILDIR COLE (ffGHBVELOCITY HURRICANE ZONE *"is TV=NC IV-8'AAo:. EQUAL SIDED IMPACT ORAYRIW. tRODt1CTRT3YLSEiD F % RESISTANT PTPAMIO SKYUGHf Y.L X-BAR DETAIL ;=Yin 0. _ _ _ SKALD FULL CAlOe: '*�e�rt-7�=^ ! • •• • • t& COS•• ••• 4/14/18 ,EOttP,A11a 14o iS7Q`-TT"'� _ 7!" _ T� G c o . .91MJiM SPEDALT/�O..INK:.• , WIC fTpir6tion D°0 L '�,' Q TIUJT TESTING•ENGINEERING CGMPANT• • 1"..R* • • 1L(I_ / '�'• •'/N.SI 4706 w... N.]01.A1A4AA� AI11• •• tA. 1 • 15-100 Y�J�c.,�.p /� %, .'C 1 A .•'`V` .1.i."'t1 �T ' • �'"AKM T -R,-fu`GAV•A ( T'— ED-0006719 n.w easaw 1LL'a,w •r/�eM DRUM Ne "Sr",•••• W&tEF A TCN Jr.Pd, MIAMI—DARE COUNTY P.E•:'.� t /DATE FLORIDA Uc.#44167 w :INET 7 a a ••• • • • • 060 e t • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r x3/16• rx rx 3/16• 6 6/6•LONG COW mW a S/F LOW COW.Rm W OLM U x,/6' S 1'.31/•x 1/e' ST/$T NATE rrAafrlf \ ,� 5T/sr PLATE IrAaR3e /_ 3/6'A,.UL 0.P / Bre•MAX CLR' 3/6'6 LIL RND M 3/6'0 S.S.RAID ND N.AIDIE OF O TM NA.$JIM LLL i TM (i)EA.SIDE OF RAFhR (E)EA SIDE IF RATTER 4 tDG110M9 130 EXTL ALLM 036 EXTR.ALUL NP RATTER HP RATTER 3/W0 x i 1/2'SS.KKLT / 3/C0 x 1 i/2'SSL N.001.T / DRRI..TAP L NUT �/ <2)AST EA.RAFTER (R)AT CA.RAFTER - b A A + • 4PURG �aA1t OMP.RING DETAIL PLAN 0 P FULL 0 BOALQ FULL •' AMD ALIJK CA CMNA CM AIO ALUM. - SLLIfXME SCALANT CHINA LAP SILICONE SEALANT Y1TN FOAM t - VITN FRAM 1ACCAP RDD lAC1fEl(R®BETWEEN 011A CAPS _..... HETYEEN NIA CMS G2• G2 G1 G1 036 EXTR.AUX � � _ }• HIP RAFTER 636 EM.ALLK 1@ RAFTER I I 1 1 : :3/6'0 x 1 1/E'SS.MRLT late MULL.TM 1.WT - 3/6'0:x 1 S7E'S3.)ULT - - - (2)AT EAAF RTER... .---�_' _.. <URp CARAFTER �6 376'ALU(CLIP I ( _- 376'ALIAa CUP � i �• 1 I •3( 3/6 C-G1AA AUSM 6A1M 3/6'0 SS.RND M N 1 ` N.DOLY-DRILL a TM 3/6Y S.S.RAID ND @)EA SIDE OF RAFTER KXXT-DRILL L TAP y N (3)EA SIDE IF RAFTER- _________ r 1•x 3 1/4'x I/6" ST/ST PLATE WASHER si PLATE WASIffA rw3'x3/t6' •• ••• • •- • • • •• 6 6/6•LUNO CdIP.low r x 3'x 3/16• • • • • • • • • • SECTIO A �IL,Nugrrgr SEC110N A'-A' •• • • • •• •• ,Q�� R A. T(t</ '. °rTsl •M-ORIM;Ulu•" CODE (RIGH V&SCITY HURRICANE ZONE ♦♦ (r 03016 TLTECo.We 16•-6`Mox, EQUAL SIDED IMPACT DRUM DltTYfI1C1'ReVlS60 aV _ RESISTANT .PYRAMID SKYLIGHT M'(' ow F10,Wncub • ••• • MLL'Ci •• ••• 4/1/t6.._ L ECO N .• • to Co..MIC • • Dato� Zo •T/Z Q .f�`` TILLIT iESTINC k ENgNCERN10t OMPAIM • • OIa t3T•7M TRET • • 0�K« Fcl (v aes Nw.nu a.n.yea wow r�oD,n p1a►• • uRM • 15-100 y DP ww..I)a9n1-,a1A.s "�'(aa1 Mi ¢ OnrcR •// s •• •• G .♦` f31-DODR`•"s`ia19� • xa.A. los+r Na.. DRARuq N. / ♦ WALTER A TAUT k.P.E. 111AMI-DARE COUNTY P.E. /OATS ELaaoA U..{44,67 atm •a e