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BPP-15-1372 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-236217 Permit Number: BPP-6-15-1372 Scheduled Inspection Date: July 28, 2015 Permit Type: Pools/Whirlpools/Hot Tubs Inspector: Rodriguez,Jorge Inspection Type: Final Owner: OBENOUR, JAMES Work Classification: Repair Job Address: 1401 NE 103 Street Miami Shores, FL Phone Number Parcel Number 1132050310130 Project: <NONE> Contractor: ALL FLORIDA POOLS AND SPA CENTER Phone: 305-893-4036 Building Department Comments RE SURFACING EXISTING POOL Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 27,2015 For Inspections please call: (305)762-4949 Page 11 of 44 Ij7 3 Per A B ,s,zaRrs y Miami Shores Village PsX�Pt 7"ype ( Tubb 4� 10050 N.E.2nd Avenue NE d .kopair �•" "'"T Miami Shores, FL 33138-0000 Phone: (305)795-2204 I'M P8t17ta� j � <osiiva i 23Expiration: 12/20/2015 Project Address Parcel Number Applicant 1401 NE 103 Street 1132050310130 Miami Shores, FL Block: Lot: JAMES OBENOUR Owner Information Address Phone cell JAMES OBENOUR 1401 NE 103 ST MIAMI SHORES FL 33138-2625 Contractor(s) Phone Cell Phone Valuation: $ 5,200.0Oµ ALL FLORIDA POOLS AND SPA CENT 305-893-4036 Total Sq Feet: 00 Approved: In Review Available Inspections: Comments: Inspection Type: Date Approved: : In Review Final Date Denied: Review Electrical Type of Work:Swimming Pool Occupancy:Private Review Electrical Additional Info:RE SURFACING EXISTING POOL Bond Return: Review Planning Classification:Residential Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.60 Invoice# BPP-6-15-55871 DBPR Fee $2.34 DCA Fee $2.34 06/23/2015 Check#:6670 $ 129.28 $50.00 Education Surcharge $1.20 06/05/2015 Check#:6664 $50.00 $0.00 Permit Fee $156.00 Scanning Fee $9.00 Technology Fee $4.80 Total: $179.28 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. June 23, 2015 Authorized Signature:Owner / Applicant ntra or /-Agent Date Building Department Copy June 23,2015 1 r� Miami Shores Village Fv 1 ° Building Department JUN 05 2015 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 FBpC 20 )(f) BUILDING Master Permit No.8 YPI —j 37 PERMIT APPLICATION sub Permit No. W(BUILDING ❑ ELECTRIC ROOFING REVISION EXTENSION RENEWAL PLUMBING ❑ MECHANICAL OPUBLIC WORKS [:] CHANGE OF CANCELLATION SHOP / CONTRACTOR DRAWINGS JOB ADDRESS: / `/0/ AAE 103 IT &I*P-i f yd X?I Ire -:3 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: //-3.1!!.r— O 3f —O / 3 y Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):V QI11PS ,ke 4o t/ ✓ Phone#: R6 �- Address: r�0/ A-IF /0,3 City: l4 eft/ S'/D,(e-r State: L Zip: 33/3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 64!� Phone#: Address: City: State: Zip: Qualifier Name: ,c7;J• 'V Phone#: State Certification or Registration#: '0�- 0 2 vv: O Certificate of Competency#: DESIGNER:Architect/Engineer: /V Phone#: Address: City: State: Zip: Value of Work for this Permit: S-Z[x�. ccs Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ iteration E] New Repair/Replace ❑ Demolition Description of Work: 'C'Tx! Specify color of color thru tile: . CEJ Submittal Fee$_,fid• �� 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) 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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged beforemethis The foregoing instrument was acknowledged before me this _4 day ofr�1� ( 20 > by {� day of (/+�/� 20 1 S by who is per n to V/r✓t0 Ctff✓ who i personally known me or who has produced as me or who has produced as identification and who did take an oath. identificatio nd o id take an oath. NOTARY PUBLIC: NOTARY ELIC: G00 2 Sign: -4— Sign: uat SS10NpEE6gol Print: Print 8 Bo Seal: Sandra Dee Han Seal: My commission FF 010644 SrgTEOGf�� Al Expires 0412112017 l APPROVED BY _ `J .'tans Examiner t%j� � Zoning Structural Review Clerk (Revised02/24/2014) O full Miami shores Village Building Department R 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL,SPA AND HOT TUB SAFETY ACT �� I (We) acknowledge that a jl v►n�_ir a g Pogl,spa o S qt tub constructed or installed at 'f / G�� j�-' SlrCff° wYPS Miami Shores, FL, and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statues and the Florida Building Code R4101.17. Please initial the method(s)to be used: The pool will be equipped with an approved safety pool cover that comp lies with ASTM F1346-91.(Submit Manufacturer's Specifications). A continuous,one-piece(child)barrier meeting the requirements of Florida Building Code R4101.17.1.15 will protect the pool perimeter.The plans shall show the fence location and method of attachment,including one end that shall not be removable without the aid of tools. (Submit Manufacturer's Specifications). A combination of non-dwelling walls and fences(screen enclosure,child fence, masonry fence walls,chain link or wood fence,etc.)will protect t he pool perimeter.The plans must specify t he type and location of all non dwelling walls. Florida Building Code, R4101.17.1 Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all windows and doors will be equipped with exit alarms complying with Florida Building Code, R4101.17.1.9(Submit Manufacturer's Specifications). Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all doors will be equipped with a self-latching device with positive mechanical latching/locking installed a min. 54"above the threshold. If this option is selected,submit plans showing all types and location of all perimeter protection.The plans must also show the location and type of all openings,and the hardware type for each location. (Submit Manufacturer's Specifications). In accordance with the Code,the pool may not be filled with water without compliance with the Private Swimming Pool Safety Requirements,and upon expiration of the permit,the pool shall be presumed to be unsafe.I understand that not having one of the above installed will constitute a violation of Chapter 515,F.S.,an d will be considered as committing a misdemeanor of the second degree,punishable as provided in Section 775.082 or Section 775.083 F.S.This form must be signed by theand the prime contractor. CO CTOR'S SIGNATURE AND DATE AELR'S SIGNATURE AND ATE ,I I .`- CO CTOR'S N EASE PR E;4 2 OW ER'S NAME(P EASE RINT) cA X011 NOT UBLIa1A.°.UB41C a�1 �S' NO�ry NOT IC Notary Public State of Florida \� Sandra Dee Hart �+ . My Commission FF 010644 Al 4 e� p M1 Expires 04/21/2017 EVIDENCE SUBMITTED: Test AQencv Test Identifier Test NamelRenort Date Center for Applied Engineering 994-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/9- 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[I] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 •••• 5201.09-3 •••• •••••• 520109-6 ...... .. . ...... 520109-7 • 520191-1 TAS 101 •,,,,� 0540.2,/99 ;••••; 520109-2-1 • .... .... ..... ...... . . ..... LIMITATIONS: •' •• •••••• 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Asselbly fer fire:jti . ....:. 2. 3M7 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,•&-•high hle Ur�ofiles. •••• 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. ••• 4. Roof Tile manufactures acquiring acceptance for the use of 3M' 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 14-0805.01 MW��COuw7ir Expiration Date: 05/10/17 -®• Approval Date:09/04/14 Page 3 of 11 INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3M7M 2-Component Foam Roof Tile Adhesive AH- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof file assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15(A): 1.0 (B). 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPackl)30-& 100 dispensing-equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. & Tiles must be adhered in freshly applied adhesive. Tile mustt be set within 1 to 2 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic tile profile requires the specific placetp;tij noted ...... .. . ...... .... .... . . .... .... ..... ...... . . ..... .. .. .. .. ...... . . . . ...... NOA No.: 14-0305.01 MLAMI-DADS counmr jvj Expiration Date: 05/10/17 Approval Date: 04/04/14 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq.inches 45-65 Flat Profile #2 10-12 sq. "inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles 43 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami- Dade County Product Control Seal as shown below. MIAMNaADE COUNTY • • •••••• •• • •••••• BUILDING PERMIT REQUIREMENTS: •••:•• • As required by the Building Official or applicable building code in order to properly evaluate,IA8 lustallatibhodl this system_ .... .... ..... ...... . . ..... .. .. .. .. ...... . . . . ...... CMLAMI-�DADECOUNTY NOA No.: 14-0305.01 Expiration Date: 05/10/17 Approval Date:09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 KW thtouphptasticcomont PaddyiBano•thT&i Flat/Low Profile Tile Und•rLeym•rn` 1. Starting at the eave course,apply a minimum 2" { (50.8 mm)x 10"(254 mm)x 1" (25.4 mm)foam • paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock l o In. of the the being.set. Batons optgnal Eave Coon* 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. loin E•Y•Cl•1Yt. Nail through plashccement Medium Profile! Double Pan Tile iwhen required) P•ddy;B•n••thTries 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 an under the portion of the tile closest to the p • overlock of the tile being set. tont,.. 2in.wld• • Battens optional 2. Continue in same manner. Insure approximately 17 (109.7 cm)—23 (148.4 cm)square inch adhesive contact with the underside of the tiler••• ti t0 in. 'Y)in..,i-i • • 0000 0000•• "�•• •• • 0000 • EaYQ CIOSUff • • • • �` �.' 0000•• •• • 0.0000 Eave Course Fascia ••• •• • • • •••••• 0000 0000 • • • • • is 0000 •••• ••••• N•athwa9hpl•stis�.tw.ne . High Profile/Single Pan Tile•.. ..:..' i%lient•cluaed; P•ddyi8• n••thTil•i • • • • • •• •• •• •• 0000•• • 1. Starting at the eave cog8e„gWly a minimum 2" •• (50.8 mm)x 10"(254 nhm)x T"(2s4 foam••••• paddy onto the underlaymon'l osntnoned as shovti••• • . • •00 • • o in.x under the pan portion of the tce closest to the 2 in.Write •• • overlock of the tile being set. _ y Battens 2. Continue in same manner.Insure approximately 17 °pti°nal (109.7 cm2)-23 (148.4 cm2)square inch adhesive -; contact with the underside of the tile. Eav*Coots* , . . a. Fasciae r Weephole loin ' 2 M_ (are closure �r Drip odq• NOA No.: 14-0805.01 MIAMFDADE COUNTY • , Expiration Date: 05/10/17 Approval Date:09/04/14 Page 6 of 11 ADHESIVE PI—kCEMENT DETAIL# hail through pla.tic c.m.nt Paddy,8.n«.+r,T:,.� Flat/Low Profile Tile then requr►•d' undetuvrnen` ' ' 1. Starting at the eave course, apply a minimum 2" (50.8 mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy e • onto the underlayment positioned as shown under the strengthening rib of the rile closest to the Overlock of «+ the the being set.Insure approximately 17(109.7 cm2) 8 titans aot.onal —23 (148.4 cm)square inch adhesive contact with the Eaw Ceurw underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) Win- x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the ' 22 underiayment positioned as shown under the strengthening rib closest to the Overlock of the tile Erie Closure being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2)- 12(77.4 cm)square inch adhesive contact with the underside of the tile. Nail throogh plastic cement Medium Profile/Double Pan Tile (when requiredl Paddy;beneath Tile) 1. Starting at the eave course,apply a minimum 2" (50.8 und..layn.ent m)x 1-4"-(254 nun)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the file closest to the overlock•of the ' 7 file being set. Insure appr yttly 17 9.7 cm`)— •• 2.n. 23 (148.4 cm)square inchacWtive cd4tabt pvith tbA..,. Battens optional / l�,r J underside of the tile. •••••• • .••••i } 0000 0000 • • , , 2. At the second course, applyfiflinimum•Y'D(650.8mm);••. c� TO x 2.n •, 7»(177.8 mm)x 1»(25.1 phi;foam4Tadd):onto M••• `- Fav+Cleswe •• h•• • •••••• underlayment positioned as sown under•the••pan portion of the file closest tp the gverloik o11he file • being set. 0 0 :00000 3. Continue in same manner. Insure approximately 12" (77.4 cm2)- 14(90.3 cm)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NQA No.: 14-0805.01 MIAMFDADE;OUTJTY Expiration Date: 05/10/17 PP Approval Date:09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) Nall 11woogh plastic ceoWnl High Profile!Single Pan Tile when 1aQuired paddY 18•8wacl+Tile) 1. Starting at the eave course,apply a minimum 2" (50.8 • mm)x 10" (2.54 mm)x 1"(25.4 mm)foam paddv onto the underlayment positioned as shown under the pan portion of the tile closest to the overlook of the •S .i 1the being set. Insure approximately 17(109.7 cmZ)— ''"' + 2 on. 23 (148.4 cm2)square inch adhesive contact with the Battens optional �F underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) fascia x 7" (177.8 nun)x 1" (25.4 nun)foam paddy onto the Wpholo underlayment positioned as shown under the pan 10M. 2" f are cbswe .n. portion of the file closest to the overlook of the file `*1 .#{ Nip edge being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm)- 19 (122.6 cm)square inch adhesive contact with the underside of the tile. . . .... ...... .... .... . . .... .... ..... • • e • 0000•• 0000•• • • • •0000• •• • 0 000 0 • MIAMFDADE COUNTY NIDA No.: 14-0805.01 APPROVED Expiration Date: 05/10/17 Approval Date:09/04/14 Page 8 of 11 ADHESIVE PULCEMENT DETAIL#3 (tail through plastic cement Paddy(between ties) (when re"iredl"` `� � 1. On the eave course only, apply a minimum 2" (50.8 omens optimal, i `. mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy Paddy luadef We) onto the underla ent positioned as shown under sib paler i Ym p > on too of the strengthening rib for flat file or under the pan portion of the tile for low or high profile file closest 4 x•n. ��ti; /`� q � to the Overlock of the-tile being set. Leave approximately 4" (101.6 mm)up from the eave s.►gleP�dy un ��` edge free of foam to prevent the expanded adhesive 2 X 4I -` from blocking the weep holes. Insure approximately 17-23 in'(109.7-148.4 cm2)of adhesive contact with the underside of the tile loin.•. ,� ,�,� h 2in 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below RWLow Profile Tile the second course line positioned foam paddy under the strengthening rib for flat tile,or under the Mail through plastic cement she paddy under tie pan portion of the tile, closest to the underlock for (when"eared) _ Pa"(between ties) the second course file to be installed. Insure r' raft j` approximately 8-9 int(51.6-58.1 cm2) of adhesive Battens �► �- ''`- Paddy hinds►tier contact with the underside of the tile. optional j Single Paddy (Instructions continued on next age) on top of tie P Ax4in. Swooe.paddyon 2 x I ln! Vii. f '� e • iin. rr000.0• •• a 0.000• \ `• ��y`' .� Ean Closure •••••• �,; � ��. �i 0000•° 0000•• • • Eare Coose �—Fasda •••• •••• ••••• 0••••• • • 0000• Medium ProflleTU* 0000•• •••••0 0.000• ••0••• • • • • • . 9000•0 000.0• • • • • • 0 000 NOA No.: 14-0805.01 MIAM4DACAL OUNTY Expiration Date: 05/10/17 JAPPRVEDI Approval Date:09/041`14 Page 9 of 11 ADRESIVE PLACEMENT DETAIL#3 (CONTINUED) Nail though plastic ce,wm* Single paddy under 6k (ten required ; 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x 3/4" Paddy leen tiles) (19 mm)paddy on top of the eave course tile Battens `r ` pay(under tilel surface as shown, on top of the strengthening rib ` for flat the or on top of the pan portion of the file closest to the underlock of the first course of tile. uneferlay.�erd�•.. Install second course of tile. Insure approximately 9(58.1 cm2)- 11 (71cm2)square inch adhesive 4x4in. +- .-- ` f contact with the underside of the file at the overlap Single 2 x s \ / paddy on a �. . and 7(45.2 cm2)-9(58.1 cm2)square inch l tae-__� •�'�..;�. `�" .� °p f adhesive contact tNitla the undcrsidc of the tilt at the head of the tile. Continue in same manner. Eave Course W"phole Ewe closure t0in. tin. Drip edge High ProAl•THO •. • •••• • • • ••••.. . • ..... • • • • •••••• 000 0 • • • NOA No.: 14-0305.01 JAPPROVEDI MwMI oss►De couNr�r Expiration Date: 05/10/17 Approval Date: 09/04114 Page 10 of 11 ADHESIVE PLACEMENT DET AIL Two PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course, apply a minimum 2" i)Place enough adhesive to achieve 65 to TO sq in. Steep pitch applications //50.8 mm x 10" min / . mm in contact with the pan tile. (when required) l � 254( )x 1» l254 )foam 2)Tum covers upside down.Place adhesive in paddy-onto the:underlayment:positioned.as to i in.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave Then instal(the tile.Ensure 20 to 25 s%in.contact area. _ -.o tiles from rocking until adhesive has a chance to Undedayment i' cure. o 2. Continue in same manner bringing two pan courses up toward_the ridge. Insure approximately 65 (419.4 cm)—70(451.6 CM2) square inch adhesive contact with the underside Sheathing of the pan tile. Eave closure (mot arshown) 3. Turin covers upside down exposnng the underside Weephok Tascia$oard of the tile. Apply a minimum 1" (25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top portion of the save course cover tile.Abut to second course of edge of each side of the cover tile. Leave pan tiles.Ensure eave end of pan and cover tiles are flush at eave line. approximately 3/4"(19 mm)to V (25.4 min) Two Piece Barrel-High Profile Tile from the outside edge of the tile,inward,free of foam to allow for expansion. 4. Turn cover tile over 3ftei:foam is akpl ed and...•:• place onto pan file course. Insure a rninisrium of •• •eeeee .. . ...... 20(129 cm2)-25 (lC��. ;c�rp2)square,�nch • contact area on each si.af the coyq44le to W•e e• pan tile. Continue in;&vi&inanner.eTsiaA awa34 e.e e any cured exposed faan("tesive.-Pointing of-•••• longitudinal edges of the'Cover tilegeare• 000000 considered optional.:•':': • . . . . ...... 5. When additional nailing is;equire4,T' 50.8 ;•••• mm)x 4"(101.6 min)nailers or the tte Lire system using galvanized,stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 14-0805.01 MIAMI•QAD;CouNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 11 of 11 MIAM"M 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 (NOA) ivww.miamidadexov/economv Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration-date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments •••• . . .... ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and"Towing • statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.•0*0• •• 000000 • 606.06 • • • RENEWAL of this NOA shall be considered after a renewal application has been filed andMiers has been*neo►cban�e 0000 00000000 in the applicable building code negatively affecting the performance of this product. •••••• 00:000 • .. .. .. .. 0000.. TERMINATION of this NOA will occur after the expiration date or if there has been a revs emeor cliangain the •• materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endbrse4nt of%W.O educt 0•••0• for sales, advertising or any other purposes shall automatically terminate this NOA. Failurerto cdmply vSit •• ••h any sectfom 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 revises NOA#12-0713.02 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0717.08 QMLANDMADE C, TM Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 1 of 9 ROOFING COMPONENT APPROVAL Category Roofing Sub-Category: Underlayment Material: SBS APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'3 3/8' membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayinent for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Phis Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 6518"x 3'33/8" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick IR-Xe Roil: ASTM D 1970 A fine granular/sand top surface self-adhering, Manufacturing Location 65'x 3'3-3/,- APP polymer modified,fiberglass reinforced, #1 &#2 Or 65' x 3' bituminous sheet material for use as an 60 mils thick underlayment in sloped roof assemblies. Designed as an ice&rain shield. . . . . .... ...... Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt Wjt-j4hering:jA sa- ....�. (Surface Printing) 65'x 3'33/8" D 1970 fiber/polyester reinfat-ce4 aaterproofvig • Manufacturing Location 80 mils thick membrane. Designed as-a 4netal roo"g and WT #1 &#2 tile underlayment. ... • •••• ••••• ....•. . . ..... Polystick TU P Roll: TAS 103 and ASTM A rubberized asphaltwaterproofing membrane, Manufacturing Location 32'10"x 3'33/x" D 1970 glass-fiber/polyester reinforced,with a-Vanular...:. #2 130 mils thick surface designed.for pse A a tile too • ...... underlayment. "' ' . . Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61'x 3'3-3/," D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof file underlayment. Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61'x 3'3-'/F" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof file underlayment. NOA No.: 14-0717.08 MIAMHDiADE COUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 2 of 9 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,polyester Manufacturing Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as #2 60 mils thick a a roof tile underlayment. Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced, SBS modified bitumen 32' 10"x 3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded back face and a granule top surface. For use in roof tile underlayment systems. MANUFACTURING PLANTS: 1.Hazelton,PA 2.Wtnter Haven,FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Trinity ERD P 10870.09.08-R 1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798& G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798& G155 .WIN/11 . .. ...... P37300.10.11 TAS 110/ASTM D4798&D.et, !q •t0/19/11 •• P40390. 08.12-1 TAS 103 &TAS 110 ..... .•Q8/0 5/12 ••••;• P40390.08.12 2 ASTM D 1623 ...:.. 08/07/12 . P40390.10.12 ASTM D 1970 ••10/43/12 P37590.07.13-1 ASTM D6164 •••• •07/102/13 00:00. P45270.05.14 TAS 103, TAS 110&AM:: .*OS/12/14 ****o .. .. .. .. ...... D1623 • /146520.10.14 ASTM D1623 .• •�• 10/93/14 ....;. P44360.10.14 TAS 103&TAS 110. :-MQ /14 . P43290.10,14 ASTM D 1970&TAS T I8• •1 @/61.7/14 . . 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. JX20147A 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 DX231)8A TAS 103/ASTM D4798&G155 02/18/10 \'O A No.: 14-0717.08 MwMaDADE�= Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 3 of 9 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 Il 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 membranes self-adhered- Surfacing: See General Limitations Below. Deck Type 1: Wood,.non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(2) Anchor sheet mechanically fastened to deck,membrane 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) 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 •0 0 0 System Type E(3) Base sheet mechanically fastened deck,subsequent cap meinbraft self-0111h4ed. ••••;• .. .... Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. 0 0 0.0. •0* • ; .•••; Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid, 6" o.c. at'A�'lt'1Mfnum 4"h8ad lap. (T"..; base sheet only) 0000 0000 . . 0000 0000 0000. Ply Sheet: Polystick MTS Plus, self-adhered with minimum 3"horizontal laps anj miniUuni I'vertiun;••• (Optional) laps. •• •• •• •• Goo*** . 0000.. Membrane: Polystick TU Plus, self-adhered. • . 0000.. Surfacing♦ See General Limitations Below_ ;0000; NOA No.: 14-0717.08 ht FoY4nO CD 1_ Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 4 of 9 INSTALLATioN REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debrisprior 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 building code. 4. When applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes, stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS,Polystick MTS Plus,Polystick TU Phis,Polystick Tile Pro and Polystick Dual Prq,W.y be used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof file systems d&gYarry slate..... roof assemblies.Polystick TU P may be used in all the previous assemblies listed except m*ttal ropfaV • Polystick IR Xe may be used in all the previous assemblies listed except metal roofidg tbtl roof tills%ystems. •••••• Polystick TU Max may be used in non-structural metal roofing and roof tile systems*•ttasloflex S6 G may bio o o 9000 0000 . . used in roof file systems only. • 9999 9999 9999. 3. Deck requirements shall be in compliance with applicable building code. •••••• ••:•• 00 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. Tjw deck shall be free of irregularities. . . 9999.. 9999.. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over:1xe-existing roof •... membrane as a recover system. • 00 0 6. Polyglass Polystick membranes 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 sure Limitations da s MTS IR-Xe Elastollex TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus S6 G Winter Haven, 180 90 180 180 180 180 180 90 180 FL. Hazelton,PA. N/A 1 90 N/A 180 N/A I N/A N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. NOA No.: 14-0717.03 MIAMFDiAD:COUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 5 of 9 S. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof the manufacturer's Notice of Acceptance. Polystick TU Plus,Polystick Tile Pro,Polystick TU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile 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 file applications. 9a. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick I%ITS Elastoflex S6 G Polystick TIT Plus, Polystick TU Polystick MTS TIT P,Tile_Pro, Max Plus' Dual Pro Flat Tile Prohibited 4:12 No limitation No limitation 5:12 without battens Profiled Tile Prohibited 4:12 No limitation No limitation 4:12 without battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. 'The following limitations shall be apply when using Polystick MTS Plus: • -Slopes-up to those shown in the table above will require stagging of tiles—two tiles laid perpendicular to slope followed by a maximum four tide stack parallel to the slope,for a total of 6 files. (See Figure i below) • Battens shall be used for stagging of lugged tiles above 4:12 • Battens shall be used for stagging of flat tiles above 5:12 •••••• •••••• Slope • ...... .. . ...... .... .... ..... ...... . . ..... .. .. .. .. ...... Figure 1: Stagging Method 9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU Plus two-ply underlayment system when a applied using the stagging method outlined above. NOA No.: 14-0717.08 Mu►rttio�n�e;wrir Expiration Date: 09/13/16 Approval Date: 01/22II5 Page 6 of 9 l tl. Care should he taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of file directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles (6 Max Per Stade) I m 12 i U) Pad Deck pmp•red,ith . POLWnCKTU Plus 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, Polystick MTS Plus,Polystick IR-Xe,Polystick TU Plus, Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,Polystick MTS Plus,Polystick IR-Xe, Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Polystick MTS Plus, Polystick IR-Xe,Polystick TU Plus,Polystick TU P.Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G are not listed,a request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance, and fire testing results. •... . . 6666 6666.. LABELING: 6666.• .. 6666.0 1. All membranes or packaging shall bear the imprint or identifiable marking of the manttffttuer's name•or logo,4 i evo and state of manufacturing facility and the following statement: "Miami-Dade County 1"f5duct CgYt M104pprofed" • 6666 666 6,666666.6 or the Miami-Dade County Product Control Seal as shown below. 6 • ,6666. MIAM1•LaADE COUNTY •• •• •• •• •••••• • 6••••• 6 • • • • • •06069 66••6• BUILDING PERMIT REQUIREMENTS: :••••• Application for building permit shall be accompanied by copies of the following: 00 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. NOA No.: 14-0717.05 MIAMFtaADE COUNTY Expiration Date: 09/13/16 � JAPPROVEDI Approval Date: 01/22/15 Page 7 of 9 POLYGI A,SS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. 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-hailed 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 equiredin 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 bead 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 file 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 file manufacturers NOA's,must be used on all projects for pitch/slopes of TV12"or greater. It is suggested that on pitch/slopes in excess of 6 '/d"/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. 0000 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 FremiuAJ"fied ..0 0 0 0 Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Pterrfi'um Nje ftred • Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repaA,•f4l2Qwed b3?a patch ofthe••• Polystick material of like kind should be set and hand rolled in place over the area needing such repair.Patchy..: membrane shall be a minimum of 6 inches in either direction. The repair should be AVtaJJed in snjl .away so..:,,• that water will run parallel to or over the top of all laps of the patch. .00000 . 00099• 10. All self-adhered membranes must be rolled to ensure full contact with approved subst0ratel. Polygfa%sY2quiret V 0 • minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hanel role are ac ce}� ble for...�. rolling of patches or small areas of the roof. Brooming may be used where slope prghibiti rolling`•••- .0000. 11. All approved substrates should be dry, clean and properly prepared,before any appliclafion'of Pol)rstm • membranes commences. An approved substrate technical bulletin can be fin-nished upon request.tfis 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 Department by calling 1 (800)8944563. NOA No.. 14-0717.08 MIAMI•DADE COUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 8 of 9 13, Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800)894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE Soso s SSSS SSSS.. .. SSSS 090.6. . SSS. SSSS SSSS S. . SSSS SSSS SSSS. 00 ss so So SSSS.. S.00.. . . . .0000. SSSS.. . . SSSS.. .. SSSS o . NOA No.: 14-0717.08 MIAMFDADE COUNTY Expiration Date: 09/13/16 • Approval-Date: 01/22/15 Page 9 of 9 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to this section,it is the responsibility of the roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of this section.The provisions of 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 and the contractor.The owner's initial in the adjacent box indicates that the item has been explained. 1.Aesthetics-Workmanship:The workmanship provisions of Section R4402 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards.Aesthetics (appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement between the owner and the contractor. 2.Renalling Wood Decks:When replacing roofing,the existing wood roof deck may have to be renaiied in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system.) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.) in buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 1.U 4.Exposed Ceilings:Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance,therefore,roofing nail penetrations of the underside of the decking may not be acceptable.This provides the option of maintaining this appearance. �-}'1 5. Ponding Water:The current roof system and/or deck.of the building may not drain well and m y-cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shbtft •••••• the life expectancy and performance of the new roofing system. Ponding conditionsmpy riot be a*ident •. • until the original roofing system is removed. Ponding conditions should be corrected....... •• •••••• • 0000•• • • • r 6. Overflow scuppers (wall outlets): it is required that rainwater flow off so.TW the root Ls.pot ;••••; overloaded from a build up of water.Perimeter/edge walls or other roof extensions ma�bloGk'this ditgUMB •• ••• if overflow scuppers (wall outlets) are not provided. It may be necessary to install owWlow scuppers in ..... accordance with the requirements of Sections 84402,R4403 and R4413. •• •• •• •• 000000 • 00.000 • • 7.Ventilation:Most roof structures should have some ability to vent natural airfliw through She ••••:0 interior of the structural assembly (the building itself). The existing amount of attic vgntil jiiign shad nal be ;••••; reduced. It may be beneficial to consider additional venting which can result in extendiflg the servipe ile pf00 0 • the roof. Exception:Attic spaces,designed by a Florida licensed engineer or registered architect to eliminate the attic venting,venting shall note required. Owner' Agent's Signature Date 4onctor's Signature Property Address Permit Number Perrrrit F-f- � 3�6 MO114 RES Miami Shores Village X Perrxjif R6iQ r. 10050 N.E.2nd Avenue NW WQtfc ClBt �ti Tile ; Miami Shores,FL 3313& � 0000 3 � �„� P Phone: (305)795-2204 _ yy� '6 ` . Ftor:loA 104Expiration: 12/0712015 Re 61 �115, Exp� Project Address Parcel Number Applicant 174 NW 94 Street 1131010330800 � TAYLOR DONNA WALL Miami Shores, FL Block: Lot: Owner Information Address Phone Cell � 174 NW 94 ST �. TAYLOR DONNA WALL MIAMI SHORES FL 33150-2240 Contractor(s) Phone Cell Phone I Valuation: $ 13,925.00 POE ROOFING AND CONSULTING, IN 305-254-3356 Total Sq Feet: 1862 Type of Work: Re Roof Available Inspections: Additional Info:TILE ROOF Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-6-15-55812 CCF $8.40 DBPR Fee $4.13 06/10/2015 Credit Card $ 764.66 $ 50.00 DCA Fee $4.13 06/03/2015 Check#:23093 $ 50.00 $0.00 Education Surcharge $2.80 Bond#:2745 Permit Fee-New Roof $275.00 Scanning Fee $9.00 Technology Fee $11.20 Total: $814.66 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 AFFID VIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construe o an z ning. Fu rmore, I authorize the above-named contractor to do the work stated. June 10, 2015 Authorized S nature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 10, 2015 1 Ln ... • -,.. 11 r NORTH UNE OF SEC. 5 — 53:: ;2 .:. JUN 4 ZQ15 - --- '90 T90— — ,—,— — ,—,— —90,— 50, 0 100 140' 171.40 • • •• • • • •• • • •• to 'p ma, %cG n 12 oq 1.3 rn 14 15 t6 0° 17 'Q 1�• • 10 w • Q> • • • • • • • • • BY: 00 ,- a7 00 00 �p •W • • f• • • •• • 21 5 SET RB _ 0 0 0 0 gtJ00" INACCESSIBLE 9o' T » » >> » » '90'"' s�' ' moo' 152.56 SET IP "'t 3. .GL .. ... .. �, N.E. 103rd STREET .. �... .. •• 20 5+ Wo t/2 ALLEY ^ SET RB . 115 115 110 100' 116.71' •• •• FENCE ;90.00' 29.6 PIL 0. 5' c�0 .. '.' '.. . ... •• o POOL `f CLR 9 10 11 12 13 14 19 P r 2.6' — :: ' ., — 14.8 a 115' 115' 110' 36. 2' 15 18 24.0 I ,.., WATERWAY 17 P`l o/ GARAGE o a; o rn 16 .... N I N d N `\ LOCATION MAP: �Py 5' W000 SECTION 5 •IWP. 53 S. RGE 42 E. I SCALE: 1"=150' IL /1.6 L,- 14.8' 11 FENCE OVERHANG , a� LOCATION MAP A7-jp,4 iB b� S ,' 1. OPEN PORCH 06 SCALE: 1"- 150' 11:91 10.13 til 29.0LEGAL DESCRIPTION. SKETCH OF BOUNDARY SURVEY l ky x0�m (DI0.47' in -n LOT 11, BLOCK 6, REPLAT OF TRACT "C" MIAMI SHORES BAY A. R. TOUSSAINT & ASSOCIATES, INC. ESTATES, ACCORDING TO THE PLAT THEREOF, AS RECORDED LAND SURVEYORS 1-STORY C.B.S RESIDENCE AC o W 64 AT PAGE 97 OF THE PUBLIC RECORDS OF FLORIDA CERTIFICATE OF AUTHORIZATION No. LB-273 No. 1401 `~kAI t- D C TY, FLORIDA. 620 N.E. 126 ST. NORTH MIAMI, FLORIDA 33161 M 0.3' 620 Q EyV LAGE OF MIAMI SHORES. PHONE 305-891-7340 FAX 305-893-0325 11:93' 68.1' 10 8' NOTE: SURVEYOR'S CERTIFICATION: Ac i y ; ; A ABUSHED BY PLAT OF "SECTION NO. 8, MIAMI WE HEREBY CERTIFY THAT THIS BOUNDARY SURVEY C.0° PORCH - 14-33 1925 REVERTS TO ADJACENT OWNER IS TRUE AND CORRECT TO THE BEST OF OUR a T 0 RTH LINE OF SECTION 5-53-42, REMAINS KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED Q o�S 22.8 SF�.LCsi- •. 02 I MENT. AND PLATTED UNDER OUR DIRECTION AND THAT THIS SURVEY COMPLIES WITH THE MINIMUM N9 LEGEND: TECHNICAL STANDARDS FOR LAND SURVEYING IN O c-> THE STA . O p � � TE OF FLORIDA, UNDER RULE 5-J 17 AC = AIR CONDITIONER �O- c >u t� FLORIDA ADMINISTRATIVE CODE, CHAPTER 472.027 0.3' PSL O O C.B. = CATCH BASIN C) C.B.S. = CONCRETE BLOCK STRUCTURE FLORIDA STATUTES. FD I 90.00 a z c7 Q C.O. = CLEAN OUT I P. - 101 FH e o D CONC = CONCRETE A.R. TOUSSAINT & ASSOCIATES, INC. ®(o I.P. ' �Q / 0o = CENTERUNE ' .. . f• FD. = FOUNDWM ❑ o FH = FIRE SNI ' N I.P. IRON PPE PRES.LB = LAND SURVEYOR BUSINESS P/L = PROPERTY UNE ALBERT R. TOUSSAINT f . ...:.. RB = REINFORCING IRON BAR — D SURVEYOR No.• :_N_:_ _ I _ WM = WATER METER REGISTERED0 907 REGISTERED ENGINEER NO 8939 1 V.R. 103rd STREET : LAND SURVEYOR N . STATE OF FLORIDA E mu GRAPHIC SCA : OC LET 6, 2014 1401 N.E. 103th STREET :. 0' 10' 20' 40' 60' ra PAGs VILLAGE OF MIAMI SHORES 560 54 MIAMI—DADE CO FLORIDA ow+�ar: aim.er. oww�+c►umt sir SCALE: 1 INCH = 20 FEET wT AT 149497 1 of 1