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RF-17-2859 E - �. . RECEIVED �` y�>��c Section iJB c �7 T DEC 0 5 2 7 �AA��� �, '".• h? IAMI�4DE l)., 5°r sf Miami-Dade County Electronic�Roo�;IDermit?F r ss "Delivering Excellence Every Day" F�FCrT Section A(General Information) a �eo co1jOli \ Oq Master Permit No: Process No: . Contractor's Name: T AND S ROOFING Job Address: 11129 NE 109 ST Roof Category ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Asphaltic Shingles 0 Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type New Roof El Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance •••••• I Are there Gas Vent Stacks located on the roof? El Yes ❑ No If yes, what type? Q*Na t�ral 0 4-PCX ••• • Roof System Information • . ...... . . . Low slcpe roof area (U) ;0 Steep Sloped area (ft.2)1-2300 Total (ft.z) 12300 0000 0100 00.000• ... ..... Section B (Roof Plan) .0000. •i Sketch Roof Plan: lilustrate all levels and sections, roof drains, scuppers, overflow scuppers and over-(low0ck-ains. Include '• dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location'of p�rapets •,9•% 00 000 • . .. ... Perimeter.Width (a'): Corner Size (a'x a'): •• 0.0 0 0 • L 1 � E I I t � i I I • i wt 6.; r` h,�xMl•t7/al7�L r Miami-Dade County ' • HVHZ Electronic Roof Permit Form Section D Metal Goof System Veiiveriqi,&-cellence Every Days' Roof System Manufacturer: METAL MASTERS Notice of Acceptance Number: 14-0123.06 Minimum Design Wind Pressures, (from RAS 127 or Calculations): P 1: 391 P 2: 68.1 P 3: 100.7 Maximum Design Wind Pressures,(From the NOA Specific system): 114.25 psf Fill in the specific roof assembly components.If component is not required, insert not applicable(n/a)in the text box. X. Deck Type:I 5/8"Plywood•. LiJ • a � I • Optional Nallable Substrate: Optional Nallable Substrate Attachment Method: j i Optional Insulation! is Com.. • • .z' •••• ••••• Optional Insulation Attachment M81fied: Roof Slope: 1/12" ...... • Fire Barrier: • Roof Mean Height:KI ft. ELK VERSASHIELD 0 0 0 0 0; • Clip or Screw Spacing for Metal Roof Panel Attachment. Underlayment Type: _ _ #30 ASTM TYPE If• Field: .2 9"olc Perimeters:El c/o Corners:M6 ole Underlayment Fastener Type: Number of screws required per clip: 2 1 114 RS NAILS 6"OC AND 12"FIELD Perimeter Width: - ft. Optional Peel&Stick Membrane: . Screw Type,Size,&Gauge for Clip or Metal Panel Attachment: Metal Roof Panel: ' PAC STEEL PANEL #10 PANCAKE HEAD FASTNERS3"face 2.J ga.- Drip Edge Size&Gauge: - 6 1- { Drip Edge Material Type: Galvinized Metal-- �4� Drip Edge Fastener Type: 1 1l4 RS NAILS t Hook Strip/Cleat gauge or weight: -Select Hook Strip -� f ivliAP�l!•DADE-`, a 9( , MIAMr-DARE 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 (NOA) �v���F.minmidacic•eov/ccnnams Metal Master Shop,Inc. a 7484 NW 8 ST Miami,FL 33126' SCOPE: This NOA is being issued under the applicable Hiles 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 r 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 i6•••6 determined by Miami-Dade County Product Control Section that this product or material fails•tp,ineq the rgquirgments •• of the applicable building code. designed .• 4• • • This product is approved as describedherein and has been to com l with the FloridaP%Win Code including the High Velocity Hurricane Zone of the Florida Building Code. 4 6 4 9 6946 :" 6944 6446 . 99449 D_D]ESCRIPTION: PAC-150 24 ga,x 12"thru 20"Wide Steel Panel over Plywood •••••• • 6.4 00000 44 64 (LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,c:1,,*:tA:�and follming • statement: "Mianii-Dade County Product Control Approved",unless otherwise noted herein, ' :...;. ••••••. . . 449664 RENEWAL of this NOA shall be considered after a renewal application has been filed and there(las been no%iauge ' in the applicable building code negatively affecting the performauce of this product. X i 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 all 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 an([removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the i expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 5• The submitted documentation was reviewed by Juan E.Callao,R.A. NOA No.: 141-0123,06 I MIAMI•DADECOUNTY E-piration Date 02/20/19 Agprova>IDate:02/20/14 Page I of 5 ROOF]<NG SYSTLMAPPRGVA1La fat_egoi-y: Roofing Sub-Cate or Metal,Panels(Non-Structural) Material: Steel Deck Type: Wood Maximum Design Pressure -136.75 psf i Tk.-oE NAlwrss OF PRODUCTS MANUFACTURE, OR LABELED BY APPLICANT: Test Product r 1hoduct Dimensions Specifications Description PAC-150 1.5"Steel Length:various TAS 110 Corrosion resistant,Galvalunie,preformed, Pane] Height: 1-1/2"' standing seam. Coated,prefinislied panels. Width: 12"-20"(coverage) Thickness 24 ga Min.Yield Strength:55 ksi. PAC-150 Clip Length:2" TAS 110 Corrosion resistant,24 gauge steel clip or 24 Height: 1.625" ga.'stainless steel clip. 0000.. Width:0.875" 0000.. �;. Thickness 24 ga •• • 0•• • • 000000, . 00 0000.0 0000. EVIDICNCE SUBM .ITTED: 0000 0000 Test Ageney Test Identifier Test Name/Repc+e�t•• •..l��te Valspar Lab Form ASTM B 117'*• 00 00 r ...... Valspar Lab Form ASTM G 13 •• • 0000.. Fenestration Testing 13-852 TAS 1017..' •jl(i/11�13 •••• Architectural Testing C8009.01-450-18 TAS 125 06/17/13 i P1UA No.:14-0123.06 M AMI-DADE COUNTY I Expiration Date: 02/20/19 y `�' Approval Date:02/20/14 c Page 2 of i APPROVED ASSEMBLIES: System: PAC-150 24 ga.x 12"thr u 20"Wide Steel Panels over Plywood Deck Type: Wood,Non-insulated ` l Deck Description: New Construction 19/32"or greater plywood or wood plank,or for re-roofing 15/32"or greater , plywood. Slope Lange: 2": 12"or greater MaximumUplift See Table A below Pressure: Deck Attachment: In accordance with applicable Building Code,but in no case shall it be less than 8d annular ring shank nails spaced 6"ox. In reroofing,where the deck is less than 19/32"thick (Mitlillluilr 15/32")The above attachment method must.be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type H installed with a mininniui 4" side4ap and 6"end-laps.Underlayment shall be fastened with corrosion resistant tin-caps and 12 gauge 1 ''/a"annular ring-shank nails,spaced 6"o.c.at all laps and two staggered rows 12"ox.in the field of the roll or any approved underlayment having a current NOA. Tire Barrier: A>ry approved fire barrier having a current NOA. Refer to a current fire directoC5�li4tvjg for fire ratings of this roofing system assembly as well as the locatioryof tlrtifire Wrier within ••••;• the assembly. See Limitation#1, Valleys: Valley construction shall be in compliance with Roofing Applicattet?8t►atndard RAS•133 0000.. and with the current published installation instructions and details.iM?AQ ContVt"•s• • 0000 0000 0000. Association's Installation Manual. 0000.. • ••• 0000. Metal Panels and LrstalI the"PAC-150 1.5 Steel Panel'including flashing penetratioNs,411eys,el*1449ps and Accessories: accessories in compliance"PAC Contractors Association's"curr j*,j;gished installation instructions and in compliance with the minimum requirements detailed t1r Rooffinj •••... Application Standard RAS 133. 000 0000.. Panels shall be secured along the male rib with approved clips and two corrosion reslztant #10 pancake head fasteners of sufficient length to penetrate through the sheathing a minimum of 3/16"- The panel clips were placed at a spacing listed in Table A below. The female rib of panel is installed over the male rib of panel. Panels are seamed as listed below in Table A. , CABLE A N$AXIIVIUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Perimeter and Corner' Maximum Design Pressures -69.25 psf -114.25 psf -136.75 3sf Maximum Clip Spacing 24"o.c. 6"O.C. 12"o.c. Panel Seam 90"degrees 90°degrees 1801 degrees 1. Extrapolation shall not be allowed i MA No.: 14-0123.06 -MIAMI•DADE COUNTYExpiration Bate: 02/20/19 Approval Date:02/20/14 Page 3 of 5 t r . S u,l(Ta I i•'i IONS 9 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed Herein shall be applicable to all roof pressure zones(i.e.field,perimeters, { and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(Le•perimeters,extended corners and corners). 3. Panels may be rolls formed in continuous lengths'from cave to ridge.Maximum lengths shall be as described in Roofing Application Standard RAS 133• 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, city, state, and the following statement: "Miami-Dade County Product Control Approved" or with the Miami-Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name acid/or logo, and/or model, MIAMI-DADE COUNTY 'v S. All products listed herein shall have a quality assurance audit in accordance with the Florida BuildingggcAqjid 000 Rule 61 G20-3 of the Florida Administrative Code, •••.0. • • 6. Panels may be shop or jobsite roll formed with machine model# 100801 or 109212201•fiew.PAC Coiltlac"1tors •.••: Association. ..•.•• •••••• .... •••• . . • • • • • •••••• • • • • • i j NOS.No.: fl4.0123.06 t rriAnst•oADEcountrY - lCapir'ationDate:02/20/19 aEVE OUNMONV Approval Date: 02/20/14 Page 4 of 5 FROKLE DiZAWINGS r o � >ni mC1 I�uo !1 LII 12"u A 20110 1.625" i•••i• • • •� 0000•• •••�i• • •• 0000•• • 000.0• • • • 0•Y•0• 0000 0000 • • 0 ••0• 0000 •i••• es 000 y •• •• •• • •000•• • fB1D 0000•• • • fir • • • • 0000•• • • • 0000•• 0.875" •• t 90DEORtEE JEA SEAM E MM CLIP CLIP PANEL PANEL PANEL PANEL I I PREP RED 7PREPRED ROOF ROOF FASTENER CASTENER END OF THIS ACCEPTANCE M; NOA No.: 141.0123.06 rMII•DADBcouNTY x` Espia atfon Date: 02/20/19 Approval Date:02/20/14 Page 5 of 5 MIAMI-DADE COUNTY PRODUCT CONTROL,SECTION 5'111—._3 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 NOT]jQ;1C+ OF ACCEPTANCE �®A� w« :iniaroid.�dc.gov/econom}.. .. GAF I Campus Drive Parsippany,NJ 07054 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 Con rcAection ••••.• (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) resefee,Elie Xight to have this .• product or material tested for quality assurance purposes. If this product or material fails to.1wforin in tZie accepted •••• • manner, the manufacturer will incur the expense of such testing and the AHJ may immedit";-revolve, modify, or ;•••• suspend the use of such prbduct or material within their jurisdiction. RER reserves the right t4 tevolte this atMltance, if it is determined by Miami-Dade County Product Control Section that this product or maf&fdl fails to.$ieet 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: VersaShield° Fire-Resistant Roof Deck Protection and VersaShield° SoloT`l ]Fire-Restlant Slip Sheet LABELING: Each unit shall bear a permanent label with the manufacturer's name of logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL NEWAL. 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. i AIDVERTIS E,HENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION'. A copy-of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 14-1022.26 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. F' NTMI �d NOANo.: 16-1216.02 y MUMi•� u Expiration Date: 02/07/22 Approval](Date: 02/02/17 Page 1 of 3 X I ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Underlayment Material: Fiberglass SCOPE.- This C®PE:This acceptance is for VersaShield°Fire-Resistant Roof Deck Protection (a.k.a "VersaShield®Underlayment") and VersaShield®Solo—]Fire-Resistant Slip Sheet(a.k.a"VersaShield SOJOTM"),as described in this Notice of Acceptance, for use with approved prepared roof assemblies. Designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. PRODUCT DESCRIPTION: k Manufactured by Test Product • Applicant Dimensions Specifications Descr!ptigi'• "":' VersaShield®Fire- 42"x 100' rolls ASTM D 226 Non-Asphaltic fiberglass-lam:a pderlajn'fw' ...... Resistant Roof Deck Type II and/or fire barrier. • Protection •see* •••• • VersaShield Solo 72"x 166.7' rolls UL790 Non-Asphaltic fiberglass-ba!(V Up shed:ar�jor ••��• )Fire-Resistant Slip Sheet 36;x 166.7' rolls fire barrier. ���,�• .• . . . . ...... ....% MANUFACTURING LOCATION: 1 • 1. Conover,NC • (EVIDENCE SUBMITTED: Test Ajjency Test Identifier Test Name/Repbrt Date PRI Construction Materials GAF-270-02-02 ASTM D 226 11/15/10 Technologies GAF-748-02-01 ASTM D 226 12/12/16 ELK-063-02-01 TAS 100 09/27/01 Underwriters Laboratories hic. 99NK45831 UL790 03/21/00 l ONK11990 UL790 05/18/11 R19254 ASTM D 226 09/13/01 08CA37926 UL790 09/23/09 08CA49140 2NSTALLATI®N: 1. VersaShield®Fire-Resistant Roof Deck Protection or VersaShield®SoloTN'Fire-Resistant Slip Sheet shall be installed in strict compliance with applicable Building Code. , 2. VersaShield Fire-Resistant Roof Deck Protection or VersaShield®Solo TM Fire-Resistant Slip Sheet shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. VersaShield Fire-Resistant Roof Deck Protection shall be mechanically fastened with approved fasteners in compliance with Florida Building Code 1518.2 when usedin lieu of a code prescribed ASTM D 226 Type II underlayment. > , N®A No.: 16-1.2.16:02 MIAMI•DADECOUMM . Expiration Date:'02/07/22 Approval Date: 02/02/1.7 Mage 2 of 3 1 k � I LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. R 3. VersaShield®Fire-Resistant Roof Deck Protection shall not be left exposed as a temporary roof for longer than 30 days,of application.VersaShield SoloTm Fire-Resistant Slip Sheet shall not be left exposed to the weather. 4. VersaShield® Fire-Resistant Roof Deck Protection and VersaShield® SoloTM Fire-Resistant Slip Sheet are a component used in roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance. 5. VersaShield' Fire-Resistant Roof Deck Protection or VersaShield®SoloTM Fire-Resistant Slip Sheet may be used with any approved roof covering Notice of Acceptance listing. VersaShield®Fire-Resistant Roof Deck'Protection or VersaShield° SoloTM Fire-Resistant Slip Sheet may be used as a component part of an assembly in the Notice of Acceptance. If VersaShield®Fire-Resistant Roof Deck Protection or VersaShield°SoloTM Fire-Resistapt Slip Sheet is not listed,a request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade Co0yProduct...••• Control Department for approval provided that appropriate documentation is provided to detail oornpatibility,of the •, products,wind uplift resistance,and fire testing results. •••;•• • 6. VersaShield® Fire-Resistant Roof Deck Protection and VersaShield®SoloTM Fire-Resistan149l* Sheet�ajj ja non- ;••••; asphaltic underlayment that may be used as a fire barrier for prepared roof assemblies.-FpjA e clasSiffwV)n of ..... specific roof assemblies using VersaShield Fire-Resistant Roof Deck Protection or Vejw.Qlveld SoloV4 Fire- •• •• k Resistant Slip Sheet refer to a current Approved Roofing Materials Directory for fire ratinw•ofoels proAvot* •••••• 7.',All,products`.li'sted herein shalh have a quality assurance audit in accordance with the F14118:nuildin� Code and • �Rule'6162.0-3 of the Florida Administrative Code. •••'•• LABELING: '• All membranes or packaging shall bear the imprinfor identifiable marking of the manufacturer's name or logo,city and state of manufacturing facility,yellow line to identify the ASTM Standard designation or logo,and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 11. This Notice of Acceptance. 2. Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this material. SEND OF THIS ACCEPTANCE k t ., MOA No.: 16-1216.02 ? MIAMI•DADE COUNTY1 A Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 3 oz 3 8118/2014 TGFU.R14293-Rooring Systems • I¢�c"�! Q; 9 �-���a-a u'Jy t1 fi a rtl ns�° afl O P3 fS�P 4 Ate I911 — � 1 f r 1 it GIMA14293 Roofing Systems Pane Bottom , Roofing SVstems See General Information for Roofing Systems i PETERSEN ALUMINUM CORP R14293 1005 TONNE RD -ELK GROVE VILLAGE, IL 60007-4817 USA Coated Steel and aluminum panel Identified as "Snap-On Standing Seam","High Snap-On Standing Seam", "Snap-OluattEN, I "Integral Batten","Redl-Roof Batten","Redl-Roof Standing Seam","Snap-Clad", "Integral Standing Seam","ilte-Loc"P"Tite-Loc ••••:• Plus", "Edge-Loc"and "PAC-150". one or more layers of GAF"VerseShield Underlayment',mechanically'f�ps12n;d or IoQS:laLd, .• may be used in lieu of the barrier board in all combustible Classifications. •••••• • •. •••••• • OTHER SYSTEMS •••••• • • • Class �••••• •••• ••••• •••••• • ••• ••••• 1.'Deck: NC Incline: No Limitationssee • • • • • Barrier Board:— 1/4 in. min G-P Gypsum DensDeck® . •• ••• • '• Ply Sheet(Optional):--Any UL Classified Type G1, G2 or G3 base/ply sheet,Type 15, 20 or 30 �It or Classified • ••••.• prepared roofing accessory or WR Grace "Ice and Water Shield". • �••••• Surfacing:—Steel or aluminum roofing panels, mechanically fastened. . . :•.•.: 2. Deck: NC Incline: No Limitations ••� Barrier Board:—5/8 in, min plyrnood. Ply5heet(Optional):—Any UL Classified Type G1,G2 or G3 base/ply sheet,Type 15, 20 or 30 felt or UL Classified prepared roofing accessory or WR Grace "Ice and Water Shield" . Surfacing,.—Steel roofing panels, mechanically fastened. r 3. Deck: NC Incline:No Limitations Barrier Board:—7/16 OBS or 5/8 In, plytwod over polyisocyanurate insulation board or polyisocyanurate composite board, any thickness. Ply Sheet(Optional):—Any UL Classified Type G3, G2 or G3 base/ply sheet,Type 15, 20 or 30 felt or UL Classified prepared roofing accessory or WR Grace "Ice and Water Shield". Surfacing:—Steel or aluminum roofing panels, mechanically fastened. 4, Deck: NC Incline: No Limitations r Insulation:—Polylsocyanurate,glass fiber, perllte or wood fiber,any thickness. Ply Sheet(Optional):—Any UL'Classlfied Type G1, G2 or G3 base/ply sheet,Type 15, 20 or 30 felt or UL Classified prepared roofing accessory or WR Grace "Ice and Water Shield" . T Surfacing:—Steel or aluminum roofing panels,mechanically fastened. 5. Deck: NC Incline:No Limitations Surfacing:—Steel roofing panels mechanically attached to metal purlins. 6. Deck: C-15/32 Incline: No Limitations Barrier Board:— 1/4 In, min G-P Gypsum DensDeck®eith all joints staggered a min of 6 In. from the plywood joints. Ply Sheet(Optional):--Any UL Classified Type GS,G2 or G3 base/ply sheet,Type 15, 20 or 30 felt or UL Classified prepared roofing accessory or WR Grace "Ice and Water Shield". t. Surfacing:—Steel or aluminum roofing panels, mechanically fastened, Last Updated on 2014-07-16 Questions? Print this page Terms of Use Page Top ©2014 UL LLC When the UL Leaf Mark is on tate product,or When the word"Environment" is Included in the UL Mark,please search the UL Environment database for additional Information regarding this product's certification, http://dalabase.ut.condcgi-binrXWAern late/LISEXT/iFRAMFJsha-.page.htrri?hams=TGFU.R142=ccnshorWde=Roorng+Systems&objld=10743522-1%cfgid... -1/2 i P/ RIDGE DETAIL FLASHING COMPONENTS 3 HIP/RIDGE FLASHING ' 3/4'TURN-UP WITH Z"CLOSURES PAC 150 PANEL 4 PAC-150 CUP W/2-#10-13 FASTENERS (MAX 8"FROM Z l / r i X10-14x 1° FASTENER PLYWOOD DECK 2 SEALANT(AT VERTICAL LEG&UNDER-7) KEYNOTES: TRIM FASTENERS ARE SELF-DRILL PANCAKE HEAD AND MUST BE INSTALLED INA STAGGERED PATTERN. CLIPAND FASTENER MATERIAL'GALVANIZED WHEN STEEL PANELS ARE UTILIZED,STAINLESS STEEL WHEN ALUMINUM PANELS ARE UTILIZED. CLIP FASTENERS MUST BEOF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 5/S"MINIMUM THREAD LENGTH. •• ••• • • • • • •- PLYWOODDECKMUSTBEA MINIMUM OF 6/8"THICK • • • • • • • • • 1Q 'COMPONENT - '' - • • •• • • • • • _ }. • •• • • • • ••• • MINIMUM HEIGHT:1/S"CLEARANCE OF PANEL RIB • • • • • • • • • FASTENEDAS FOLLOWS:12"S 16"PANELS(4 FASTENERS PER PANEL MINIMUM): 1S"PANELS IS FASTENERS PER PANEL MINIM4* ••• •• • • • •• e FASTENING LEG: 11/4"MINIMUM TOP LEG: 1112"MINIMUM '7"MUST BE CUT TO TIGHT FIT OF PANEL DIMENSION: 1/8^MAXIMUM GAP Q SEALANT • ••• • • ••• ••• TUBE OR TAPE SEALANT IS ACCEPTABLE BELOW THE•2" — — - — • • • • • • • ,• .F - TUBE SEALANT PLACED AT BACKSIDE OF VERTICAL LEGS • • • • • • • rr • • • •• • • • • • "' gg LAD Kra 0 1"TAPE MOTH OR 1!2"BEAD WIDTH PRIOR 70 COMPRESSION „{ ,N' .. L!l a COVER:HEMMED!"AND FULLY ENGAGEDTO'2"CLOSURE. ••• • ••• • • • ".��. ® FIRSTPANELCLIPTOBELOCATEDA MAXIMUM OF S"FROM'Z"COMPONENT. . .. ... ... ......:..:.: . .. .. . . . .. .. 1�� �� done Pdece ALLEYp FLASH NG COMPONENTS s PAC-150 CUP W/2-#10-13 FASTENERS (MAX 8°FROM PANEL END) PAC-150 PANEL Q THERMAL CLEARANCE O O VALLEY FLASHING i #10-14x 1" FASTENER (6'0.C.) i #12-14x1" FASTENER PLYWOOD DECK p O.C.) . . . • . • . . . . ee • •. • . • . .•. • .. ..•. •• : . • .• KEYNOrES: TRIM FASTENERS ARE SELF-DRILL PANCAKE HEAD AND MUST BE INSTALLED 1N A STAGGERED PATTERN- TRIM _ CLlPAND FASTENER MATERIAL,GALVANIZED WHEN STEEL PANELSARE UTILIZED;STAINLESS STEEL WNENALUMINUM FAl•EL9.47E U7fLl:D-• ••• ••: 6:0 '"'•" �� 4 • • • •• • • • • • g� TH 70 PENETRATE PLYWOOD DECK BY WMINIMUM THREAD LENGT: CLIP FASTENERS MUST BE OFSUFFICIENT LENG •• • • • • • •• �^ 9�L ° n PLYWOODDECiCMU.+7BEAMINIMUM OF618-THICK- ••• • ••• • • • p�;ETS%Y'A.'J•JI��"' © MAXI VALLEY FLASHING FASTENED AT MUM 6"ONMENTER SPACING. LEARAIJCE:MINIMUM 7 12"HEM WfTFf tom"CLEARANCE(CONSULT FACTDRY}. GAP ::::,.: :•.:.;, THERMAL .......:-- - .. : PANEL HEM 7N ANELE D ................:.;.....:.;;..:::r...,..,....,:�:•;,::._:...:.:...._...:c::.::.s:�.�.�..�:�:::�.>:..,::.;,:�::::'s:::�:��:-:•;:��':: FS FROM •..,:.;....,..<i:?:;:i::',':: .;;::.::,�.,:-;::.;:..:.:.:::::...:::; �+ MAxIMUMD ....... ........:.:::.::<:;::._...:.>,;.::.,>:.;:...;::it.r•:::i:::..:.. ::::.:::...::r. :'::,:...,g,:i ,<..:�r;;,:. FIRST PANEL CUA TO 6E LOCATED A i .:..:................::. .:: ... . . WE DEAN iL PAC-150 PANEL 3 PAC-150 CLIP W/2-#10-13 FASTENERS FLASHING COMPONENTS (WA 8`FROM EAVE) 2 FIELD CUT&BEND RETURN IN PANEL. APPLY SEALANT&HOOK RETURN OVER EAVE FLASHING: 1 EAVE FLASHING PLYWOOD DECK ` j #10-12x5/8` FASTENER(12`O.C.) 3 CLEAT(24 GA.MIN.) Q#10-14 x 1` FASTENER(12"O.C.) n r� KEYNOTES: o LL PANCAKE HEAD AND MUST 8E INSTALLED INA STAGGERED PATTERN. TRIM FASTENERS ARE SELF-DRI • ••• • • ••• ••• e CUP AND FASTENER MATERIAL:GALVANIZED W1-IEN STEEL PANELS ARE UTILIZED;STAINLESS STEEL WHEN ALUMINUM PANELS ARE LITIL •-• • • • • ,,. CUP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY S/8"MINIMUM THREAD LENGTH. • • • • • • • PLYWOOD DECK MUST BEA MINIMUM OF 6/8"THICK. • • • •• • • • • • •± • •• • • • • • •• "tje' �..uP EAVE FLASHING HEM EDGE: t IIP"MINIMUM. FACTORY)- (D ••• • ••• • • • _„. © PANEL HEM AND THERMAL GAP CLEARANCE:MINIMUM 1 la-HEM W17N 1!2"CLEARANCE.(CONSULT ti '`'e S`� L" v`•e PANEL CUP TO BE LOCATED A MAXIMUM OF 8”FROMED UNDERLAYMENT. 7 APPROVED P PE D IN WITH AP fP 'i i�;�:.;< r;::.%:::::k::::.:+'!i4P`i':,r:ii'%!'i5i•",.;:;,:5: ® ROOFSIDE FLANGE SHOULD BE STR . © CLEAT:24 GA.MINIMUM. _. FLASHING COMPONENTS PAC-150 CLIP W/2-#10-13 FASTENERS � #10-14 x 1,FASTENER(12'0.C.) PAC-150 PANEL 2 SEALANT E 4 _ 1 RAKE FLASHING 3 #10-12X518-FASTENER(12 O.C.) CLEAT(24 GA-MIN.) PLYWOOD DECK AQ#10-14 x 1"FASTENER(12"O.C.) If ;, I f� KEYN07ES: o TRIM FASTENERS ARE SELF-DRILL GALVANIZED DCAKE WHEN TO PENETRATE PLAY WOOD DECK BY SIS"STAGGERED THREAD LENGTH. o CLIP AND FASTENER MATERIAL GALUPE D STEEL PANELS ARE UTILLZED:STAINLESS STEEL WHEN ALUMINUM PA:EL::R.UrIllZE.• • ••• 00* CLIP FASTENERS MUST BE OF SUFFICIENT THICK. • • • • • • • • ®r-11, • MINIM • • • • • • • �yY • PLYWOOD DECK MUST BEA • • • •• • • • • • • •• • • • ♦ • •• t t7 RAKE FLASHING: MUM MAXIMUM FROM EDGE.. ••• • ••• • • • e HEMMED DIMENSION: 1 t EAMINIMU OFF' ONGWITH FASTENER LOCATED 2-MAX DECK SIDE LEG SHOULD 6 CLOS SECURELY TO HEM LEG OF RAKE FLASHING • D BE G CONTINUOUS. " PANEL HEM 5 NOUL CONT © SEALANT CAN BE TUBE OR TAPE SEALANTAND MUST BE •�'^,, CLEAT:24 GA.MINIA4UM. » • 111, is , p .��#►�i . 3 PEAK FLASHING ® PAC-150 CLIP 314'TURN-UP W12-#10-13 FASTENERS (MAX.8'FROM Z") PAC-150 PANEL ` FLASHING COMPONENTS O ' #10-12x 518'FASTENER(12"0.C.) t' CLEAT(24 GA MIN.) (2)SEALANT(AT VERTICAL LEG&UNDER'Z") PLYWOOD DECK © #10-14 x 1"FASTENER '(NOTES: TRIM FASTENERS ARE SELF-DRILL PANCAKE HEAD AND MUST BE INSTALLED IN A STAGGERED PATTERN. • CLIP AND FASTENER MATERIAL:GALVANfZEDWHENSTEEL PANELS ARE UTILIZED. STAINLESS STEEL WHEN ALUMINUM PANELS ARE UTILIZED. CUP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 516"MINIMUM THREAD LENGTH. • PLYWOOD DECK MUST BEA MINIMUM OF5/8"THICK. •• 00* • • • • • •• -Z.COMPONENT • • • • • • • • • • MINIMUM HEIGHT:1/S"CLEARANCE OFPANEL RIS FASTENED AS FOLLOWS:12"&16"PANELS(4 FASTENERS PER PANEL MINfMUM);1 S"PANELS(6 FASTENERS PER PANEL MINIMUM) • •• • • • • ••• • • FASTENING LEG: 1 114"MINIMUM TOP LEG: 1112'MINIMUM •• 000 •• • •' • •• • 'Z'MUST BE CUT TO TIGHT FIT OFPANEL DIMENSION: 118"MAXIMUM GAP SEALANT • TUBE OR TAPE SEALANT 1S ACCEPTABLE BELOW THE Z' • 000 • • 000 ••• TUBE SEALANT PLACED AT BACKSIDE OF VERTICAL LEGS — —— • • •-•—• •— — -• • — r^.,a 1"TAPE WIDTH OR 1,2"BEAD Wi0TH PRIOR TO COMPRESSION • • • • • • • 1� PEAK FLASHING. HEMMED 11AND FULLY ENGAGED TO"Z"CLOSURE. • • • •• • • • • • `( 4.. FIRST PANEL CLIP TO BE LOCATEDA MAXIMUM OF 8"FROM"Z"COMPONENT: ••• • ••• • • • :);;€ PAC €C S..:GLp.Y,TNU. CLEAT:24 GA.MINIMUM. E. AS fA r R , : eR ..,:.. :. , i ADWALL ®E` AiL W1 RECOVER J 3 COUNTER FLASHING r Wl REGLEr&"Z"CLOSURE Q3 FASTENER(12"O.C.) 4 PAC-150 CLIP W/2- #1013 FASTENERS FLASHING COMPONENTS r' (MAX.8'FROM"Z") `a ff• 1� r;— EXTEND UNDI:WYMENT PAC-150 PANEL UP WALL 3/4"TURN-UP .^—"- -``{ O l!� PLYWOOD DECK 1Q #10-14x 1"FASTENER (2)SEALANT LEG(AT &UNDEVERTICAL KErNorEs: . 7R1M FASTENERS ARE SELF-DRILL PANCAKE HEAD AND MUST BE INSTALLED IN A STAGGERED PATTER - STAINLESS STEEL Wr]ENALUMINUM PANJ'LMRS"U D' ••• ••• CLIP AND FASTENER MATERIAL-GALVANIZED Wf]EN STEEL PANELS ARE LrflLl • • • • • • • • • " CLIP FASTENERS MUST E A MINOF IMUM OF�8 Ti'iTH fCK.FFICIENT LENGO PENETRATE PLYWOOD DECK 8Y�'MINIMUM THREAD LENGT • PLYMOD DECK MUST B 0 "Z"COMPONENT CE OF PANEL RIB ]8"PANELS(6 FASTENERS PER PANEL MINIMUM) MINIMUM HEIGHT_]/8"CLEARAN 4 FASTENERS PEA PANEL MINIMUM); • ••• • • ••• 000 FASTENEDAS FOLLOWS:]2"S 16'PANELS LEG: ]1/2'MINIMUM • • • • • • • — — — FASTENING LEG:]1/4"MINIMUM • • • • • • • ;;F TO TIGHT FIT OF PANEL DIMENSION: Jl8"1V1A GAP • • • •• • • • • • ° ` :..' G�' Z"MUST 6E CUT • •• • • • e • •• * _ O SEALANT ••• • ••• • • • �'} 1aY 3" TUBE OR TAPESEALANTISACCEPTABLE6ELOW7HE'Z" rte;; at;i¢SEr+dsL`'s' " PLACED AT 64CKS1DE OF VERTICAL LEGS NT M PRESSION !A CO MI O C E 5 7 B PRIOR., 7U yMD7H PR! E r D SUR "6EA LO R ]/2 'Z C O O TH11,NO ENGAGED' - e D • .. J"TAPE IAA G MAXIMUM OF 8"FROb]'Z"COMPONENT. COUNTER FLASHING: HEMMED SDA MAX FULLY :::•...:'.♦. _.1 ;} 1i •. �� 4:_ © FIRST PANEL CLIP 70 8E LOCA �a AE WALL DETAIL WI RECEIVER SAWCUT FASTENER(12"O.C.) PAC-150 CLIP FLASHING COMPONENTS ',•l D RAKE FLASHING W/REGLET W12-#10-13 FASTENERS J°CLOSURE z fPAC-150PANEL FIELD FORM PANEL LEG TO I.D.OF'J'CLOSURE EXTEND UNDER OF WALL PLYWOOD DECK 1 #10--14X 1'FASTENER(12"O.C.) 2 CONTINUOUS SEALANT . .ee • • . • • • • • .• ... .• . • . .• KEYNOTES: HEAD AND MUST BE INSTALLED IN A STAGGERED PATTERN. TRIM FASTENERS ARE SELF-DRILL PANCAKE O DECK BY S/S"MINIMUM THREAD LENGT!-L • ••• • • ••• ••• o CL1P AND FA57ENER MATERIAL'GALVANIZED WHEN STEEL PANELS ARE U7111ZED:STAINLESS STEEL WHEN ALUMINUM PANELS E UTILIZED* • • • -• o CLIP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWUO - _ • • • • • • • ' PLYWOOD DECK MUST BEA MINIMUMOFB/8"THICK- • • • •• • • • • • CL A ••• • ••• • Twp 0 RAKE FLASHING: • • — PANEL LEG MUST BE FORMEMINIMUM WITHIN OF LONG V1ANNEL WEB. K SIDE LEG SHOULD SEA MINIMUM OF 3"LONG WITH FASTENER LOCATED 2"MAXIMUM FROM EDGE' DEC 1B. R HEIGHT OF PAN To •y€isr';..:e:? 4S';:il .:.a'rs>i;::;:::::y::; >i:f J-CHANNEL FORMED 7 I1�NTAND MUST BE CONTINUOUS. , r SEALANT CAN BE TUBE OR TAPE SF1 .....:....: : . -:,•',. r. is �,.. a:, �____------- , •t:i ;'i SELF-ADHERING UNDERLAYMENT (HIGH TEMP)(STRIP-IN) PAC-150 CLIP W/2-#10-13 FASTENERS \ (MAX 8"FROM PANEL END) \ PAC-150 PANEL } / 5 RETAINER CLIP SET IN SEALANT \� 6 THERMAL FLASHING COMPONENTS TAPERED RIGID ISO TO FILL VOID Q#10-14 x 1' FASTENER(12'0-C-) 3 TRANSITION FLASHING q PAC-150 CUP W/"Z'CLOSURE W/2-#10-13 FASTENERS ®#12-14 x 1" FASTENER(12"O.C.) 7 RIVET(6"O.C.) (MAX 8'FROM"Z PAC-150 PANEL (1) #12-14 x 1" FASTENER(6"O.C.) PLYWOOD DECK (D SUPPORT PLATE 3/4'TURN-UP Q #12-14x1"FASTENER Z2)SEALANT(AT VERTICAL LEG&UNDER'Z) KEYNOTES: TRIM FASTENERS ARE SELF-DRILL PANCAKE HEAD AND MUST BE INSTALLED L A STAGGERED PATTERN. UT;MEN STEEL CLIP FASTENERS MUST BE STEEL CLIP AND FASTENERto S GALL ENT LENGTH TO PENETRATE P YWUODECK BYI NLESS 51S"MINIMUM THMREADENALUMINUM PANELS ARE UTILIZED- PLYWOOD DECK MUST BEA MINIMUM OF 518'THICK •• 000 •• • • • • • •• Q 'Z"COMPONENT - MINIMUM HEIGHT:11X CLEARANCE OF PANEL RIB • • • • • ••• • e FASTENED AS FOLLOWS:12"&16"PANEL'(4 FASTENERS PER PANEL MINIMUM):78"PANELS(6 FASTENERS PER PANEL MINfljUM) ••� ••� . . . FASTENING LEG: 1 114"MINIMUM TOP LEG:1 12"MINIMUM •• 000 •• • • • •• " "Z"MUST BE CUT TO TraHT FIT OF PANEL DIMENSION.. 1/8"MAXIMUM GAP (2) SEALANT ' e TUBE ORTAPESEALANT ISACCEPTABLEBELOWTHE'Z" • 09*- • • o -TUBE SEALANT PLACED AT BACKSIDE OF VERTICAL LEGS • • •• • • • •• • • • • - 1_TAPEVvIDTH OR I2"BEADWIOTH PRIOR TO COMPRESSION • • • •• • • • • • •• • • • • • g Q TRANSITION FLASHING:HEMMED 1"AND FULLY ENGAGED 70'2"CLOSURE. • •• • • • • • •• ® FIRST PANEL CLIP TO BE LOCATED A MAXIMUM OF E"FROM•Z"COMPONENT. 000 • ••• • • • _ -- RETAINER CUP:FASTENED TO SU PPORTPLATEAT6'O.C.STAGGEREDPATTERN. > ?L;;¢,:r;aLu s ❑: L HEM LIP.'FASTENED GAP CLEARANCE:MINIMUM 1-12"HEM WITH 12"CLEARANCE(CONSULT FACTORY) PANE PCATE.20 GAM ..............�"..•:..-.:.:.:...•.•.•.:.'•::':.. ...:.,. .... : ::.. .:;;'.::;r:. ::,..:::.:::..• ....,. :...:.,:.:_.:. ....r.....,.....::.: SUPPORT �.:: ..s..1►.R.•. •.: �... •.,.. .....-..... " .ter:pR jl�_ ��,Yl� Ir"U'VEL LAP DETAIL i NOTCHED PANEL � l t "\ PAC-150 CUP i PANEL CLEAT PANCAKE HEAD FASTENERS EQUALLY SPACED. 4 EA.FOR 10'&12"O.C.PANELS, 6 EA.FOR 16"&18"O.C.PANELS. �]r it I f CONTINUOUS BEAD OF SE4LANT gee 0 PANEL goo PAC-CLAT NOTE: LAPS MUST BB STAGGERED 2'OR 4'. @e .t AIL 1ELD SEND PANEL DET 1l2 ACTUAL TAB LENGTH DETERMINED BY PANEL LENGTH • •• . • • . • . .. . . . .. ... . f \ •• ••• •• • • • •• i \\ USE HEMMING TOOL TO FIELD-BEND TAB UP40E.%R•4NEL • ••. ••• RAMLAD • •. • . • • • .. -?C ......:.... ..... l ! Ir - 0 'r — _ ROOFPANEL.STYLE MlY Vi\RY. • • • � i i VENT PIPE(BY OTHERS)SHOULD BE CENTERED IN THIR FLAT •: ••. •• ;.M OFTHEROOFOeANJl SEAL AT TOP PER PIPE BOOT MANUFACTURER'S RECOMMENDATION AND INSTALLATION GUIDELINES �•!{•ro- T � 1� 1 � . ,4 i;N1 by l��ryi�Y•!�t ,,���1��yn,���lr .y EPDM PIPE BOOT SET IN CONTINUOUS BEAD OF SEALANT 5. AND FASTENED TO METAL ROOF PANELS x y 01 'DO NOT FASTEN TO SUBSTRATE' i '19; 4 •,I ;! s! • �. 4 e t iJry�yt.at .�tt�h d: u�+'o •r .�"� � SELF—DRILLING EPDM WASHER HEAD SCREWS. �l �r�,• if - SPACING PER MANUFACTURER'S RECOMMENDATION AND INSTALLATION GUIDELINES ',� _•'0��p• ;V 11:',!x.. 5f•' ^ _� "��R ,p,�,r - INSULATION(IF PRESENT)TO BE CUT BACK FAR ENOUGH TO ALLOW FOR UNLIMITED THERMAL MOVEMENT OF z1E > PENETRATION AND FASTENERS ����y �: z•>y , 9 vi +` ,1• t SSS*d,l L SUBSTRATE TO BE CUT BACK FAR ENOUGH TO ALLOW FOR , UNLIMITED THERMAL MOVEMENT OF PENETRATION AND FASTENERS � 454• � ..�'� {� � x j.d�. .ti• ROOFING SHOP PAC CLAD O0 cam a:mr DRAWINGS BY PETERSEN ALUMINUM CORPoRATION TYP VENT PIPE DETAIL f�.1f}1�.,.�''` •� '6 u'Sy z 102 N0RT11POINf OAR10.YAY.6tDG t03 *CALE Al�IW_IEIMNl�l Aa OAA ,a x102 N.T.S. s . ...... _- vr,:rraa.-rmrs cNe no-azo-aa �• owtn DCT i k SHOR 'ten•N�°: .1 • FLORIDA 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 contractor to provide the owner with r the required roofing 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 owner 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 mil toe to ...... Fe r;—nailed in accordance with the current provisions of Section R4403. (The ro3fc;ieckis usually 9 1 concealed prior to removing the existing roof system). ***Of* : •..• ....:. 9.0.00 99•• 9999 • • 4. Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roofdecking can be viewed from below. The owner may wish to maintain the architectural ap••ar Dee;then 4 M7: ..... Qg �� 0..... roofing nail penetration of the underside of the decking may not be acceptable.TW4,provides the option of maintaining the appearance. • . . . . ...... •0000• 6.. Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roods not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. k Owner/ ent's Signature Date Contrabtor Signature Date Property Address 41 Permit Number 435 Revised on 7/9/2009 LD;07/01/2015; 1 1 I. I Inspection Worksheet F Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:{305}195-2204 Fax: (305)756-8972 i i Inspection number. INSP-293331 Permit number. RF-12-17-2859 Scheduled Inspection Date:March 16,2618 Permit Type: Roof Inspector.Alvarez, Manny Angel Inspection Type:.Final Roof ' Owner. KNO I#tLES,HAROLD&AMY WorkClassification: Metal Job Address:129 NE 109 Street Miami Shores,FL 33161- Phone Number 306-768-8193 Parcel Number 1121360040530 Project: <NONE> j Gorltractor. T&S ROOFING SYSTEMS INC. Phone:3051265.2654 Building Department Comments RE-ROOF METAL Infractio Passed i5ornments INSPECTOR COMMENTS False Inspector Commeis i Passed f I FailedED Correction Needed ? Re-inspection Fee No Additional Inspecticns can be scheduledunlit M re-Inspectionfee Is p6d. 7 M rch,15,2018 For Inspections please_call: (305)762-$949 Page d of 34 E i OREs Miami shores Village � BoilBudding Department � arnM �..r. 10050 N.E.2nd Avenue eo Miami Shores, Florida 33138 LORiDp' Tel: (305) 795.2204 I Fax: (305) 756.8972 RE: Permit# �-y .12 7` 2 '6 s`1 DATE: 23 1 INSPECTION AFFIDAVIT Las) , s —To (e- J r-) licensed as a n) Contractor Engineer;/Architect, r Print name and circle License Type)yam) FS 468 Building Inspec or License#: l 5 l ( e On or about Jc.\O'\'J CA 'y Z z P�^'� , I did personally inspect the roof deck nailing (Date&time) work at I Zoj NE forl M.� Slnure5 3313 a (Complete Job Site Address) I Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Ba d on 553.844 F.S) i 1 Signat e GISELLE DELAMO State of Florida " MY COMMISSION#FF095415 _:, ,o,< County Of fade: EXPIRES February 24.2018 (407)398-0153 FjoridallotaryService.corri t ' The undersigned, being the first duly sworn,deposes and says that he/she is the contractor for the above property mentioned. Swom to and subscribed before me this Z 3 day of Notary Public, Sate of Florida at Larg 'General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#deady shown marked on the deck for each inspection_ r o-,;-1—Minm1A1rn4nnnn r Permit,- No. F-12-'�7-2859 Rcs Miami Shores Village Permit7ype.;Roof 10050 N.E.2nd Avenue NEPerlmrk C1a5`sifrcation.-�Metal. Miami Shores,FL 33138-0000 '11 "t Permit Status:APPR6VED Phone: (305)795-2204 F'CORiDA Issue Date:,1t221201'8 Expiration: 07/21/2018 Project Address Parcel Number Applicant 129 NE 109 Street 1121360040530 HAROLD&AMY KNOWLES Miami Shores, FL 33161- Block: Lot: Owner Information Address Phone Cell OLD&AMY KNOWLES 129 NE 109 ST 305-758-8193 _ MIAMI SHORES FL 33161 Contractor(s) Phone Cell Phone Valuation: $ 17,000.00 T&S ROOFING SYSTEMS INC. 305/265-2654 Total Sq Feet: 2300 Type of Work: Re Roof Available Inspections: Additional Info:RE-ROOF METAL Inspection Type: Classification:Residential Tin Cap Scanning:3 Final Roof Final Roof Cap Sheet Roof in Progress Renailing Affidavit Review Planning Review Planning Review Roof Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-12-17-65813 CCF� $10.20 12/05/2017 Credit Card $50.00 $793.70 DBPR Fee $4.50 DCA Fee $3.00 01/22/2018 Credit Card $793.70 $0.00 Education Surcharge $3.40 Bond#:3614 Permit Fee-New Roof $300.00 Scanning Fee $9.00 Technology Fee $13.60 Total: $843.70 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 at all e f regoing information is accurate and that all work will be done in compliance,with all applicable laws regulating I' const tion and zonjng. Futhe re, autho ze the above-na d contractor to do the work stated. i January 22, 2018 Aut ori e n tur :O er / Applica / Contractor / Agent ' Date Buil ling Depart ent Co y January 22, 2018 1 i { ! Miami Shores Village Building Department R �=��' ° 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 DEC o i z I Tel:(305)795-2204 Fax:(305)756-8972 ` I INSPECTION LINE PHONE NUMBER:(305)762-4949 V y FBC 2014 l BUILDING Master Permit No. 1L- I-7— Z g5 PERMIT APPLICATION Sub Permit No. r. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION RENEWAL i r ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑CANCELLATION ❑ SHOP 1 CONTRACTOR DRAWINGS JOB ADDRESS: City' Miami Shores County: Miami Dade Zip: Folio/Parcel#:� '` �I3 KO 90 SN. Is the Building Historically Designated:Yes NO Occupancy Type:' Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder)): Ov�K µ Phone#: I Address: K O 7 City: � State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 5 O Phone#: Address: OI City: aV� 1 State: Zip: JI Z Qualifier Name: , 1 Phone#: F State Certification or Registration#: CeC 1�Z,6G-� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: F Address: City: . State: Zip: I rt Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ( ❑ Alt rayon I� ❑ New Repair/Replace Q Dpef/m'oliti Description 0 n + f Work: �Qi( V �.( i V k , { Species color of color thru tile: "`t Submittal Fee$ l Permit Fee$ CCF$ CO/CC$ I Scanning Fee$ Radon Fee$ O V DBPR$ T J u Notary$ Technology Fee$ Training/Education Fee$ Double Fe Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) I l p� Bonding Company's Name-(if applicable) 7 � f Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) { F Mortgage Lender's Address City StateZip 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. "WARNINGTO...OKWNER; 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. z — i S ignatxfre Signature OWNER or AGENT CONTRACTOR The foregoing,instrument was acknowledged before me this The foregoing'ins tru�jent was acknowledged before me this day of DP-C 20—�-1 J by 5 day of ✓e G 20 by who is personally known to '1 who is personally known to me or ho has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath NOTARY IC: NOTARY j r i Sign: Sig Prin Print: _ Nota u ic-StateofFlorida :';,<?` n's,,•.• DANTQLPER = ,• Seal: Com sion a GG 44769 Seal: . Notary PublicfFlorida :f ��, MFCr:.r,aCommissi4109 yCom Expires Nov 3,202 My Com '.Ex3,2020 APPROVED BY Plans Examiner r Zoning. Structural Review 'Clerk (Revised02/24/2014) A110,01 PAC - CLAD' Color Chart P E T E R S E N A*CARDINAL RED A*COLONIAL RED BURGUNDY ♦ TERRA COTTA ♦° SIERRA TAN A*MANSARD BROWN A*STONE WHITE A*GRANITE ♦+.SANDSTONE ♦«ALMOND ♦ MEDIUM BRONZE ♦+DARK BRONZE A*SLATE GRAY A*BONE WHITE A*MUSKET GRAY A*CHARCOAL MIDNIGHT BRONZE MATTE BLACK A*CITYSCAPE INTERSTATE BLUE A*HEMLOCK GREEN ♦*ARCADIA GREEN A*PATINA GREEN A*HUNTER GREEN ♦*MILITARY BLUE AWARD BLUE Ax TEAL HARTFORD GREEN FOREST GREEN A*EVERGREEN Kynar 500®or Hylar 5000®pre-finished steel and aluminum for roofing,curtainwall and storefront applications. m •Denotes PAC-CLAD Metallic Colors ♦Denotes PAC-CLAD Cool Colors Denotes ENERGY STAR Colors `BERKSHIRE BLUE A*SLATE BLUE See back for color availability chart. iI -CL etallic Colors NC •♦*SILVER *A*COPPER PENNY *A*AGED COPPER *A*CHAMPAGNE Metal Master Shop Nil N 7484 NW 8 ST • Miami, FL 33126 305.261.9290 - t 600 SUP L'f info@metalmastershop.com • metal mastershop.com PAC - CLAD ` Color Availability PAC-CLAD REFLECTIVITY EMISSIVITY 3 YEAR SRI STEEL ALUMINUM ENERGY STANDARD COLORS EXPOSUREr .040 .050 .063 STAR* ALMOND 0.53 0.87 0.52 62 d V V V d ARCADIA GREEN 0.31 0.88 0.32 32 V V BONE WHITE 0.67 0.86 0.64 81 V V V V V V CARDINAL RED 0.37 0.86 0.36 39 V V V CHARCOAL 0.27 0.87 0.27 27 r V V CITYSCAPE 0.44 0.86 0.43 49 COLONIAL RED 0.32 0.88 0.32 34 V V V V DARK BRONZE 0.26 0.85 0.24 24 V V V le V d s EVERGREEN 0.27 0.86 0.25 26 V V GRANITE* 0.32 0.87 0.33 33 V V V r r HEMLOCK GREEN 0.29 0.86 0.30 29 V V .� HUNTER GREEN 0.27 0.86 0.26 26 V V MANSARD BROWN 0.29 0.86 0.27 29 V V V V V MEDIUM BRONZE 0.26 0.88 0.25 26 V V V V MILITARY BLUE 0.29 0,87 0.28 29 V MUSKET GRAY 0.31 0.87 0.30 32 V V V PATINA GREEN 0.33 0.86 0.32 34 r V SANDSTONE 0.49 0.87 0.49 56 V V V SIERRA TAN 0.36 0.87 0.36 39 d r V V V SLATE BLUE 0.25 0.87 0.24 24 d V SLATE GRAY 0.37 0,88 0.36 40 V r .1 V V STONE WHITE 0.64 0.87 0.61 77 d J J ./ J TEAL 0.26 0.87 0.26 25 d V TERRA COTTA 0.36 0.88 0.35 39 d V .� PAUCLAD METALLIC COLORS AGED COPPER 0.26 0.87 0.25 25 .i V .� CHAMPAGNE 0.40 0.82 0.36 42 V %, COPPER PENNY 0.47 0.87 0.44 53 V V V V SILVER 0.49 0.81 0.46 54 %ol d V d WEATHERED ZINC 0.26 0.82 0.23 23 V V V V ZINC 0,33 0.88 0.32 35 d V r PAC-CLAD STANDARD COLORS(DO NOT MEET COOL11 1 AWARD BLUE V V V BERKSHIRE BLUE* 0.26 0.87 0.25 25 V BURGUNDY V %, V FOREST GREEN V V V HARTFORD GREEN V V V V INTERSTATE BLUE V V V MATTE BLACK V V V I/ MIDNIGHT BRONZE CLEAR-COAT r GALVALUME PLUS 0.68 0.14 0.55 57 PAC-CLAD'Metallic finishes are available from stock at a moderate extra cost. PAC-CLAD'Copper Penny is a Non-Weathering finish. Solar Reflectance Index calculated according to ASTM E-1980. *Low Gloss/Low Sheen,full Kynar 500'or Hylar 5000'finish Energy Star'Performance Criteria: > Salt Spray Resistance(ASTM B 117):Aluminum,3000 hours, > Water Immersion(ASTM D 870):500 hours,100 degrees,no Emissivity uses ASTM C1371.Reflectivity uses ASTM C1549. Galvalume or HDG,1000 hours-Creep from scribe no more than loss of adhesion Technical Data for Kynar 500'/Hylar 5000'Coating: 1/16',no field blisters Samples: > South Florida Exposure: Color(ASTM D 2244)-No more than > Chemical/Acid Pollution Resistance(ASTM D 1308):Pass These color reproductions are as accurate as modern printing 5AE Hunter units at 20 years;Chalk(ASTM D 4214)-Rating no > T-Bend(ASTM D 4145):1T-3T with no loss of adhesion technology will permit.Free material samples are available on less than 8 at 20 years;Film integrity-20 years, > Pencil hardness(ASTM D 3363):HB-2B request. > Accelerated Weathering(ASTM D 4587,ASTM G 154): 5000 > Specular Gloss(ASTM D 523)@ 60 degrees:Typical-20-35 > Abrasion Resistance(ASTM D 968):65+/-10 liters Recycled Content: Hours, r;Col r,p NM Bulb-Chalk,per ASTM D 4214,nit rating of 6 > Cross Hatch Adhesion(ASTM D 3359):No loss of adhesion For information on recycled content,contact your PAC or better;Color,per ASTM D 2244,<5AE(Hunter Units) reeninfo.com www, ac or visit representative color change. > Reverse Impact(ASTM D 2794):Galvalume or HDG,2x re P P 9 > Humidity Resistance(ASTM D 2247):Galvalume or HDG,100% metal thickness inch-pounds,no loss of adhesion;Aluminum, RH,2000 hours-No field blisters;Aluminum, 1.5x metal thickness inch-pounds,no loss of adhesion 100%RH,3000 hours-No field blisters > Flame Test(ASTM E 84):Class A Coating PAC-CLAD'is a registered trademark of Petersen Aluminum Corporation,Kynar 500*is a registered trademark of Arkema Inc.Hylar 5000°is a registered trademark of Solvay Solexis. 2/2016 ,SNORES G,t Miami shores Village sell Building Department 10050 N.E.2nd Avenue �LpRipp► Miami Shores, Florida 33138 "1 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 PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, A 33138 �Re: Owner's Name: ` i Property Address: ff /d , Roofing Permit Number: Dear Building Official: -1 1�5 certify that I am not required to retrofit the roof to wall connections of my building because: ,,�ll , I�rThe just valuation for the structure for purpose of 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 Florida Building Code (1994 SFBC) 3. Signature/ .,_',...,ape DANIEL PEREZ 2 \; Notary Public -Statert.!o ida Commission:GG 44759 My Comm.ExoiresNov 3.2020 State of Florida County of Dade 3 The undersigned,;being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned, , Sworn to and subscribed before me His day of e I Notary Public, Sate of Florida at Larg j t • When the just valuation of the structure for pose of ad valorem tax tion is equalOeR ore than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General ntractor forf toWall connection Hurricane Mitigation. I Revised'on 5/21/2009 4 � 1'1/20/2017 Property Search Application-Miami-Dade County y HE A1S'ER �.- ,,.,,.!' 'OFFICE OF - x --- .P..RUPERTY - r . Summary Report Generated On: 11/20/2017 Property Information Folio: 11-2136-004-0530 Property Address: Owner s ; vr. 1 Wit' Mailing Address PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds,/Baths/Half 3/2/0 Floors 1 Living Units 1 ~Q° r Actual Area Sq.Ft .� ��.�• Living Area Sq.Ft Adjusted Area 1,864 Sq.Ft �* ti Lot Size 9,225 Sq.Ft Year Built 1946 Taxable Value Information Assessment Information 2017 2016 2015 Year 2017 2016 2015 . County Land Value $230,638 $198,007 $163,894 Exemption Value $50,000 $50,000 $50,000 Building Value $129,734 $130,816 $131,897 Taxable Value $193,038 $188,040 $186,386 XF Value $40,915 $41,350 $27,102 School Board Market Value 1 $401,287 $370,173 $322,893 Exemption Value $25,000 $25,000 $25,000 Assessed Value 1 $243,038 $238,040 $236,386 Taxable Value 1 $218,038 $213,040 $211,386 1 City Benefits Information Exemption Value 1 $50,000 $50,000 $50,000 Benefit Type 2017 2016 2015 Taxable Value 1 $193,038 $188,040 $186,386 Save Our Homes Assessment Regional Cap Reduction $158,249 $132,133 $86,507 Exemption Value 1 $50,000 $50,000 $50,000 Homestead Exemption $25,000 $25,000 $25,000 Taxable Value $193,038 $188,040 $186,386 Second Homestead Exemption $25,0001 $25,000 $25,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Sales Information Board,City,Regional). Previous Sale Price OR Book-Page Qualification Description Short Legal Description 04/01/2002 $155,000 20310-3379 Sales which are qualified 07/01/1983 $93,500 11861-0923 Sales which are qualified COLLEGE HEIGHTS PB 42-8 LOT 22 BLK 2 11/01/1978 $63,000 10217-0229 Sales which are qualified LOT SIZE 75.000 X 123 OR 20310-3379 04 2002 1 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: t i I 1.1/20/2017 Miami-Dade Official Records-Print Document Islas 2031OPG3379 022207778 2002'APR 04 -11101 MARVE1f�t5VI1111193CLER AIR COUNTY%"FFL TRUSTEE'S DEED BY THIS DEED Richard M.Fernandez,Esq.,as trustee of the Shelia Claire McDonald Revocabte UvIng Trust, Dated July 14, 190, herein caped Grantor..in consideration.of 1$10.00 and,other valuable consideration paid by Harold E.Knowles andAngra{zlCnowles,his w1le,whose post office-address Is: 129 Xs log ;t,,miamt shoXftj .fifibbjje licalled'Grantee conveys to the Grantee,the following described teal property In MlamlOade County,Florida: Lots 22. in Block g, of College Heights, according to the.plat thereof,as recorded In Plat Book 42, Page 8, of the Public Records of Miami-Vade County,Florida. Tax Polio+No. 11-21360040530 Grantor covenants with Grantee that Grantor has good'fight and lawful authoMy to sell and convey the property above described,and Grantor warrants the thio to the property for any acts of the Grantor and Y40 defend-the title against the lawful claims of all persons claiming by;through or under the Grantor. conveysGrantor the upon the property pursuant to the"AS IS CONDITION'terms contained the contract foorepurchase and said term Is intended to sure dosing. Grantor's address Is:do Richard M:Fernandez,Esq.,11077 Biscayne alvd:PH,MIaml,FG 33161. Grantor hereby attests that the Trust Agreement has not been revoked or amended during the period of ownership;that the grantor has full power and authority to execute documents conveying the atoredescrfbed real_property; that no contrary powers or restrictions appear in the trust document.(See attached Exhibits 1- );that the property comreyed and described herein is not nor over has'been the homestead of the grantor. IN 0 WITNESS WHEREOF,Grantor has hereunto set GrafttoeS hand and seat IMP 1 f April, 2. Signed Bated I our presence: C l seat) can naad�t twr. w, n. ..o'u". t V St t4 t 44 Fi �1�AGs a. ,unrat+ova l --�.4'..e I c•tK►ec ��077 tr3.��. Bl,.d PH �, !. r,ra=�f 33161 W""0%rail mom ON- 0land ad*"& --T State of fronds County of Miami-Dade 1 HEREBY CERTIFY that on fhb day before me, an *Hiller duty qudlfked to:take addiowtedgment% personally appeared Richard M. Fernandez, to m• known to be-me pemon(s) described In and who executed am foregoing kwtnunent and aatarowtedped before me that hers s1eAhey axeouted the alma. WITNESS my hand an_d ooftictar seat In the County and state Inst efore"id fhb,.Edey or Aa"L..2002• Persons lIl!yy known..�y �or Type of Ida�Uficaa nProdueed My cotttrMsilon ems; NOTARY PUBUO "lis Instrument was pteriared by; Namo; RICHARD M.FERNANDEZ Esq. UART1a t.IMM 11077 8twayno Boulevard PH t v.WP4 M1am1.FL 33161 pw oa ac�m Was 903-893-7040 �1tow.to 33 https://www2.miami-dadeclerk.com/officialRecords/PrintDocument.aspx?QS=YaoUfOzxry3wswYYT%2fZ3%2fnLLn99VTSdLNCHnmLj%2bcuSGFFCfjj... 1/7 IJ/20/2017 Miami-Dade Official Records-Print Document S • • ELK IL 203!IOPG3380 Q�il�iA AR TIAN AF.',�$[1�T I;HE[1.A C[:AIRR MCDANe[�D[t1t:VACAALR[:lV1Nti TR[LCT 1 DECLARATION THIS TRUST AGREEMENT Is hereby deelered by'SHI A CLAM MCDONALD,a Anjjto woman who eprrAtly'itsides at:77 NO 106th Street,Misml Shores,in the County of Dade.State of Florida,is hereby culled the"settlor"or"trOstee". Referemx in that trust to the"trustee"shall be'deemed a teferemee to whomever is SOMOS as wustse,be It a co-trustee,an aitetmaw or suecessor. Reference to any assets cf the bust•rcpteseni the principal or corpus of tate trust and any ewrtlnp derivert therefrom. This oast sha11'be known as the sttFn c>�tmg MCDeNAt 12 RAVO(`AAt a ie 1R= , [LPURPOSE AND INTENT OF THE SSTI WL t Do t t� hftps:/Aw.vw2.miami-dadeclerk.com/OfficialRecords/PrintDocumen t.aspx?QS=YaoUfOzxry3wswYYT%2fZ3%2fnLLn99VTSd LNCH nm Lj%2 bcuSG FFCfj... 2/7 4 e 11/20/2017 Miami-Dade Official Records-Print Document 203ICPS 3381 f3xhibit Itetn,does not exclude an Item of tmalty'or petsonaity from the.eorpus or the ttust.'The title or the property and the Intent of the Senior Include the property as part of the trust should prevall. l C.Ura Insurance it)Trustee named ras beneflelary, The trustee may be narned'u benerklary or deans bmern proceeds of,Ilfe insurance policies on the`life of either the primay bebefidery'ot thisi trust agwAnent or any other Individual chosen by tiro trustee at the trustee's sole discretion.Such death benefit proceeds shall be subjccf to all the terms indcondltiotishereof, IV.PRIMARY,BENEFICIARY Thc primary beneficiary of this trust"shell be SHER.A CLAIRE MCDONALD, V.ORIGINAL.AND SUCCESSOR TRUSTEES A Original Trustee The original trustees shall be co-trustees,herein naming SHEii.A CLAIRE MCDONALO and RICHARD'M, FERNANDM ESQ., 11077'Bis4yne B60evard, Fourth Floor,Miami, Florida,33161-Tete;303,893.7040.As co-trustees,each Is fully empowered to act without the approvalof the other.Should RICHARD K FMANDE7,ESQ.,i be required to act as trustee then he shad be compensated at the rate ors isom per mmttb;plus;for time wiled in excess or an hour during any giyen month,an hourly rate of$150 pef hour,.plus costs,for any services as an attorney or as aseessary to manage tla&maintain this true,or,cxfng for the needs of the primary benefleiary&01 may hire the services or any Ober proresslanals as may be required In the reasonable judgment of the trustee to maintain and'defend thetrust; and tradesmen to maintain properties or the tmu;a,and physicians and caretakers as may be required'for ft cum and maintenance orate primary beneficiary. B.Successor Trust" - In the event of the death;resignation,Incapacity,'Incompetence,or,serious Inness oreither co-trustee,the SETTLOR hereby appoints the surviving co•wmee without the approver or any court,or,the concuaence of any other party to continue as the successor and sole trustee,subject to the other terms of this trust rtottn conflict herewith. in the event that none of the above persons or entities desire to continue as trustee,or,arc unable to continue as trusts for my reason,i w final resigning or last to survivetrustee shill have the-authoritytoname and appoint a successor trustee In their place and stay and may do to by testamentary appoititmeaL However, It is the absolute direction.or the-Settlor that no relative of the Schlor be appointed trustee of the SHEILA MCDONALD'REVOCABLE LTM0 TRUST,at any time, Relatives Include,but not limited to the belts,survivors,agents antift assigns or the Settler's (nttials (9s Date { hftps://www2.m is mi-dadecierk.com/Official Record s/PrintDocument.aspx?QS=YaoUfOzxry3wswYYT%2fZ3°/`2fn LLn99VTSd L NCH nm Lj%2bcuSGFFCfjj... 3/7 iy 41/20/2017 Miami-Dade Official Records-Print Document B.To sell'at public or private sale,to mortgage,pledge,or hypothecate,or,to exchange or icnsc(including lease for a period extending beyond the terms of thls'trust)any stocks, notes,- secuthles,reatestate;minerals,and other trust propertyupon such testis,cash or credit,or both, as the trustee,may deem advisable, the;power herein•includes the conveyance of homestead property. N C. To invest and reinvest the trust estate without�limitation, to trust Investments, C3 *� investments of any kind,,real'or personal, including without limitation stocks', bonds, notes, 0 mortgages,land; minerals,royalties,:leaseholds,And participation 1n partnerships,joint ventures a and other business enterprises, C4 C4 D,To construct,repair,or deinolish any improvements upon any trail-property held by the N (rust. E. To participate In any reorganization, consolidation, merger, or dissolution of any corporation,the stocks,bonds,or securities of which,may be held at any timeas part of the trust estate, t F.To hold investments or any part of the trust estate 3n common or undivided interest with other persons, G. To demand; receive, provide receipt for, and collect any and all- rlghts, money, properties,or claims to which this trust,may be entitled, and,to compromise,settle,or abandon any claim in favor of or against this trust, H.To borrow`funds for this trust In such amounts,and.for such purposes as the trustee may deem proper and to purchase property on credit of this atust and to connection therewith,or In connection with such borrowing, to execute and deliver promissory notes or other evidence'of .Indebtedness of this trust,:acrd to mortgage or pledge all or any part of the trust to secure payment' or such indebtedness and to repay such Indebtedness out of the trust estate. 1.To employ,agents,legal counsel,,accountants,brokers and assistants and to pay their fees and expenses. J.To vote in person or by proxy on shams of stock which may a part of the trust estate. K.To lend money to any person'or persons upon such.terms,but with ederivate interest and' security,as the trustee may deem advisable forthe best Interest of the trust and the beneficiary. L. Without limiting the generallty of the foregoing or any other provision,herein, to manage,control,operate, invest,reinvest,sell,exchange,tone,�tnwigage,encumber,and/or deal i. with the propertyof this trust for Anon,behalf of the trust and the beneficiary thereof to the some extent and with the same powers that any individual would havo In respedt tc his or her own property and funds. M no trustee may freely act rider-all or any of the powers given the trustee by this agreement In all matters concerning the trust after exercising the trustee's best Judgment based n andeinx nod! Diy r.. .. . f https://www2.miami-dadecierk.com/OfficialRecords/PrintDocument.aspx?QS=YaoUfOzxry3wswYYT%2fZ3%2fnLLn99VTSdLNCH nmLj%2beuSGFFCfjj... 4/7 I r 1 t 11/20/2017 Miami-Dade Official Records-Print Document W. 2031006.3383 The Interest;of the beneficiary in the principal andror Income of the trust shall not be subject to the eislm or claims of creditors or ogters,not to-jejill process,and may,not be voluntarily ortnvolumarllyatiensted or encumbered: D.Headings. The headings of thislnstmmem are for convo ienee'onlyand'are not put of the text. If.SEtus of Truer This trust has'been estribliibed'and accepted by the trustee and WOO administered,in the State of Florlds,and its Widity,construction and all,*ts herckde(ao to W jovernalby the laws of Flail& However,the situs of the:frust estate may be transferred to such other jurlsdictl'on'so desljSnateE by the trustee property to serve the benef iclary. F.trounterparts This trust agreement maybe execumd,in any number of Counterparts;and each ihsli constitute an orisinal of one and the same Instrument G.Number and Gender. As used In this trust ajreertterd,-the tnucullae and feminine and-the neuter gender,plural and sinpkr number shall each be deemed tolnelude the other when the context to indicates. IN WITNESS WNEREOP',the provisions of this declaration of trust shall bind SHEILA CLAIMS MCDONALD as SETfWR and SHEII.A CLAIRE MCDONALD as co•tmstee and RICHARD K 1 ERNANDEZ,ESQ,as eo•trustes,as well as any successor trustee or alternate trustee aSauntirg. the mie of trustee,hereunder,and,the beneficiaries of this trust,as well as,their successors or assisns. o i.�n C�S�UrCD wmwns�p,w.,,,r4,n�n,u.lwn„lel.• SHULACLAIRE MCDONALD, sernDiUCO.TRUSTEE .- felt m ._ Wm m n sp.M...twnom wA Waw Mww L 'b"q_ t?.NtGHOt..S .1041 #r gate taBs�W 331 t3Sr hep a n t e,by; wlom e. gigs�w.a�w wr..e.imw edw CKARDMOFANAPESQ.CO- t ��✓�l/.c�O�/� �/!�!/Osl'direr s3/6 s7'lt/ "W"n sip"A M"N"aw bow e i is ni`�ftmrst+roeos,P�',�3I3 r u OUT https://www2.miami-dadecierk.com/Official Records/PrintDocument.aspx?QS=YaoUfOzxry3wswYYT%2fZ3%2fnLLn99VTSdLNCHnmLj%2bcuSGFFCfjj... 5/7 i t - 11/20/2017 Miami-Dade Official Records-Print Document • FILE-No,ers ot/& '02 Is-.25 ID:rlIf 1I_SFgRES..VILtAGE.. 'FAX 31M756M PAGE 1'i 2 yx( F 1117.11SLI ' 2031 UPG33 X n {;�.• H. rI • APPLICATION FOR CER FICATEOF RE-OCCUPANCY hereby apply fog a cadficate to re-occupy the 3108141 WAy residence known as:(address) Mfaml Shores,FIodda• ' ,Legal Descirlptioa: Lot: Block a PB do PCI: YO-43 . I hereby certify that I tmderstand that the zonae of the property is for si>r�gte-fanu'ly residential use and that it Is unlawful for more�thas oat to Md ther04 I also understand that mW Ceodficate of R*:o=q q tau may be Issued by maw Shores village,Catifies Orly that the referenced property is being used for single-family pui<posea and that such Certificate does not constitute any Wftenta:ic0,wArranty ar oet0cadoa!as to the COIINoa of the fteft or other structures on'such pyjFww Applic= Cs Date Print Nerve wage iiiiNii • +fir ,.,jNiiiigi�Ngtiit�t•liiiitia��•iigjrNs%ii#iiiiaiifiiiii t For purposes of conducting the inspection required by Seddon 902 ofthe b5aml Shores l and Development sad Zoning Coder please coatux: Contact Name: N Telephone:, 305- $9S-70g0 'Buyer, Seller ' Realtor,,_,;Campaay Ifin: -r'�4T" &TWO. a#•YenI J1M.f*"I) MK *W401 S465 Application Fee'(SSO)pad:Cash` Che&'$O. 50 •. InSpeetedQ Comments: - PAGE 1 OF 2 https://www2.mia mi-dadeclerk.com/Official Records/Pri ntDocu ment.aspx?QS=YaoUfOzxry3wswYYT%2fZ3%2fnLLn99VTSd LNCH nm Lj%2bcuSGFFCfjj... 6/7 7 11/20/2017 Miami-Dade Official Records-Print Document • FILE WOWS o2i22 '02 16627 1D;H1AM1_%0t S-V1U ACE._ FAX% 756M PAGE 2/ 'E 8 J 203 t OPG3385 P E _(XXaB.CAFE OF MS-OCCUPANCY 'On behalPofHa W Shores Village,Flarf&6 die'undersigoed cen yes that the prop described In the above rppGcWoa has been hopected for purposes or -o=panerly ey pursuant to Sections 901 and 903 dtha Miami'Shores Land Development and Zdit Code,and that such property may be re-occupledby the above applicm for*Wc-f m0y residential purposes. MW SHORES VUAGE.FLORIDA Date Of Cerdeadoe' ' l . r THIS CERTIFICATE wwltS THAT TBE REFERENCED ' PROPERTY HAS BEEN INSPECTED BY MIIMW SHORES VILLAGE AND HAS BEENDETERMDIED TO PRESENTLY I COMPLY WITH TIE SCHEDULE OF REGULATIONS OF THE MIAW SHORES LAND AND DEVELOPMENT CODE PERTAINING SOLELY TO THE REQUIREENT THAT EACH i ONE-FAMILY DWEU ING IS USED AND INTENDED TO BE USED FOR A ONE-FAMILY DWELLING PURPOSE ONLY;, HOWEVER,THIS CERTNICATE DOES NOT CONSTITU'7E ANY REPRESENTATION OR WARRANTY AS TO THE COITION OF THE DWELLING OR OTHER STRUCTURES ON rdE P?JEN9SES DESCRIBED HEREIN,OR ANY ASPECT OF SUCH CONDITION,AND 1N'I1tlSTfiD PERSONS ARE ADVISED AND ENCOURAGED TO MARE TIMIR OWN INSPEC71ON OF THE PRE2,4SES II T ORDER TO DETbPJA NE THE CONDITION, { TIEREOF. J�'OOJ10EUrtw+t�t flfQif�p,1000it • aa�oaoawJK�poa'x., . �eeo�o ItJuf+OJ► HAM PAGE 2 OF 2 :+ij�yy t 1 ref J•.} � . Ar � � •. 4 � • 7.. � .` w Mr iPr c�°�y 1t ,yl i. ►�`j�j�;,g�- { t 5 1lJa., ia. 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