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REV-16-894 Miami Shores Village Building Department aPR 01 zo,s �1 10050 N.E.2nd Avenue, Miami Shores,Florida 331380 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 F B(C� 201 H BUILDING Master Permit No. �`� _ 5�5 2, PERMIT APPLICATION Sub Permit No. eci ❑BUILDING ❑ ELECTRIC EX ROOFING ( REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 8k Au ) S T City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):_ A{-4-0- O'-CA-D4 ( Phone#: Address,:: z5oy��A zae)y ;x Lt Wjr Ae�"A City: I l'/(A^' State: F L Zip: `�I_e Tenant/Lessee Name: Phone#: `fs Y' 't 6-3 ''SS Email: I4-)i ;gc 6irYieu 1 'eaq CONTRACTOR:Company Name:/� /'g4 Ool ja oZZ DO��e Phone#: Address: lath(/ JU 1�/ P"/V / City: CoraC- State: r L Zip: �D Qualifier Name: 624j"11-1 Z t"//o Phone#: I✓ I Fo3 Z State Certification or Registration#: o�0 �'�9,2 (j _Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration /� 12 N'e�w,{ /❑ Repair/Replace ❑ Demolition Description of Work: rLQw 06r— l/!�' 6 . A)0 Mftww, -tC (=(6 *- Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ c Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ Ok TOTAL FEE NOW DUE$ co (Revised02/24/2014) To: Miami Shores Village Page 2 of 2 2016-04-06 14:15:18(GMT) 19543372238 From: Daniel Gitlin ' CHAP �tffi �i3A. 1 �t#Ow �.�Ea#a�1 -'C CAMOF INSURANCE FM fc 'a:. i+.sem:ir ..: .... '�... ►... t ..a .. REGENT-AWS -PAC lam. .. .. -WA. . ..., .. 1 EFs t1t .811t# a�Yi6l#tEarpt . R i .lait: siePp �a e�rgaa#rgtd: '. ... ' .m3:.;Aa +7#a�aeIiris tPia1&�dam rpt cam!f t�# si#t„A# hgl tli'itaul+1 9to �t, €s� aa a9 p : •. .. 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OO OOF AS5EMBUE8 AND ROOFTOP STRUCTURES Florida Bn4C-Iodp- High-Velocity 5th Edition (2014) Hurricane Zone Uniform Permit Application Form. -`��@Ctlon E � it CaIGUlatttJilSl ForMomentbasedtde systems,choose eitherMethod i or2 •••• equal to the Valu Compare;thevahres for M,withdwvslnes t}omMfJf th f*vah=ane Broom amu or[I.W. ••0 0 0 0 Mr es,for each area of the roof;thea the rile att7L- �bmem method • • • , acceptable •• • :000 • ® Method 1""M (`2oment Raa�,i 1{1 culati Per 22T' •••e•• •.0• ••••0• (Pli_,��.L x�t6 �J�� =1t��s�M��r� =Mr1 ��.Q�1'mdocxA �����'y 0 • • 0000•• cP2:GI xx.313 'a�,3i -MV. �> a4.o dI4 ,0000 0000•• APprovai'Mf•�b•``� 0000 6 . (P3`ir10• x7t. =7Ji.Si )-M ��f�F—_M,g 3Q•�( ...{�1b,� . • 0000. 1 W APPro�Mf..l 00000. 600••0 .•6.6. Method 2"S' • • • � "Simplified Tile Calculations Per Table Below* • • • • •.••i• •66.66 C1) W Required Moment of Resistance(Mr)From Table Below Product Approval Mf�o` e , , i••••0 00 6 6600 0 • Z O Mr required Moment ReslstanW 0 W I Mean Roof Height—* D (L Roof Slope 16' 20' 26, W m Q 2:12 34A 36.5 38.2 39.7 42.2 8:12 32.2 34A 36.0 37A 39.8 4:12 30 52.2 83.8 36.1 37.3 6:12 284 30.1 31.6 32.8 34A 6:12 28A 28.0 29.4 30.55 32.4 7:12 24A 26.9 27.1 28.2 30.0 "Must be used in conjuwdon wila a IIsi of moment based dile systems endorsed by the Broward County Board of Rules and Appeals. For UPliftbase ddlesystemsusaWAod3.C&mpatedthe values for Fwith the values forFr.IftheFvaluesaregreater otheFrvalaes, for each area of the roof,thea the tie attaclmaem method is acceptable, Method 3.2VMomeatBesed Tile Calcalatiom Per RAS 127" y (Pr: x L m x w._ _W. xcos 8 =Fr, Prodtct Approval F AP d Z 016 x ons8 =FA Phdoct AppwF (P3: x L = x w:__,-W: x cos 8 =F,g Prat Approval F Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RM I27 Table 1 or by an engineering an**prepared by PB based on ASCE 7 Mean RoofRei&W $ Job Site RDOfSIOPC 8 fobfte Aerodynamic Mnitiplier x ProductApproval Restoring Moment dna to tttavity Mg Product Approval Atuaclm entResistance hvdad Approval Rewired Moment Resistance MR Calculated Mi dmmm Attachment F Product Approval Resistance Requlmd Uplift Resistance Fr Calculated Average Tile Weight W Product Approval 75leDimendorrs L=Ieggth Prodad W=width Approval All calc4lalloms mnstbe submitted to Ate building*Md d at Me time of pecmitappHcataL ROOF ASSEMBURS AND ROOFTOP STRUCTURES Florida BuUding Code 6th Edition PM 4) � • High-Velocity Hurricene Zane Uniform Permit Appgoathm Foran 1 Section D(Steep Sloped Raaf System) ! Roof System Mamdac Wmr. 1-`3 9oo goo* N0tIc9 Of Aumpbme Nwnber. - 0'121, s •0000• .....� Minimum •• .i Design Wind PrewuresLlf�(From RAS 1,�7 or Calcutat�ons}: �••• • ..,� 0000.. • P1: P1: ` hK o( P1, ''tt7O„`7 0 0 0 0 .9...f -0000 . 0000 .....� 0000 0000 0900 000.4 0000.. .....� 0000. Deck Type: � p . .00 _..._-. 0000 .. • 7IYpe UndedWrnent 0 .9.R R� Stope: .. .... 9 S : 92 insuiaflork: t i i 1 1 Fire Banff: Ridge W face? Yes irastensr'i3rpe&Spacing: i a's D. G. �IL fit, Adhesive Type: t A-u o J Type Cap Sheet V I I Mean Rack Height: i Roof Covering. `T"11 k 1 Type&Size Drip Edge: 1 i m-nons mue nwa r w Ottw ntu a fth X=rWW IW"Al �., IIIA ``° MIAMI-DADE COUNTY DEPARTMENT OF REGULATORYAND ECONO 4IIC RESOLRCES(RER) PRODUCT CONTROL SECTION BOARD AND CODE ADMINISTRATION DIVISION 11805 SW 2b Street Room 208 Miami.Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidal9!.I:5tieconomv . 0 9009 609000 66 Boral Roofing,LLC 66 9 .. 7575 Irvine Center Drive, Suite 100 ` 6666.. 6666 6666.. Irvine,CA 92618 666:6. 9 6666.. 6666 6666 . . SCOPE. ���6 ••�� 6666.. 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-Pr(FueXiontrol SA4ion to be„:, used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). :""' . 6666.. This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Cont?el 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: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. Phis NOA revises NOA No. 12-0222.03 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. Mu►r�i•DADECOUNTY l� NOA No.: 13-0723.05 JAPPR` ` Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood ...... L SCOPE ...... .... ...... This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake)*ronarete Wit-Tile, ;V...• manufactured Boral Roofing LLC in Lake Wales, FL. and described this N ,4c���tance.For.locatiot�:••' Notice of where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure•• • values obtained by calculations in compliance with RAS 127 using the values listed;irr:hj installation section •. herein. The attachment calculations shall be done as a moment based system. 000000 0 000 • . • 2. PRODUCT DESCRIPTION 0000see* Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900-Slate 1= 17" TAS 112 Flat profile, interlocking, high-pressure w= 13" extruded concrete roof tile equipped with thickness= 1-5/32" two nail holes. For direct deck or battened nail-on, mortar set or adhesive set applications. Saxony 900-Split I = 17" TAS 112 Flat profile, interlocking,high-pressure Shake w= 13" extruded concrete roof tile equipped with thickness= 1-9/32" two nail holes. For direct deck or battened nail-on, mortar set or adhesive set applications. Top surface available in 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake 1= 17" TAS 112 Flat profile, interlocking,high-pressure w= 13" extruded concrete roof tile equipped with thickness= 1-9/32" two nail holes. For direct deck or battened nail-on, mortar set or adhesive set applications. Trim Pieces Length: varies TAS-112 Accessory trim, boosted Barcelona, concrete Width: varies roof pieces for use at hips, rakes,ridges and varying thickness valley terminations manufactured for each tile profile. MIAMI•DADECOUN7Y NOA No.: 13-0723.05 ' Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 2 of 10 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales,FL. 2.2 EVIDENCE SUBMITTED: ."•'. . . 0000 6606.4 Test Agency Test Identifier Test Name/Report '• D_ ate••• • 0000.. 00.6 0000.. Redland Technologies 7161-03 Static Uplift Testing 000:00 Dec. Ig91 0 Appendix III TAS 102&TAS 102(A) •••• 000000 000006 The Center for Applied 94-084 Static Uplift Testing •`••• May1994 0•:•0 . Engineering,Inc. TAS 101 (Mortar Set) :0 0000. :"".• 00000 The Center for Applied 94-060A Static Uplift Testing ,••,0'.,March, 1.994 000--:0 Engineering,Inc. TAS 101 (Adhesive Set) : 0 0000% 0000.. The Center for Applied 25-7183-6 Static Uplift Testing : Feb! 1995 :6600: Engineering, Inc. TAS 102 •• 6 0690•. 0 • (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (1 Quik-Drive Screw, Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering, Inc. TAS 102 (1 Quik-Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test#MDC-77 TAS 100 Atlanta Testing& R1.894 Physical Properties Aug. 1994 Engineering,Inc. R2.894 TAS 112 R3.894 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 5201114 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 �MIAMIDADE COUN rY NOA No.: 13-0723.05 �Famme,mill Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 3 of 10 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4&5 25-7848-6 •••• Walker Engineering, Inc. Evaluation Calculations 25-7183 :�•9'-MarclM§5 Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers ...•••IanuaYy X07 000000 Walker Engineering, Inc. Calculations Two Patty Adhesive Set 999:99 April 1999 0000.. System •••• •••• • Walker Engineering,Inc. Evaluation Calculations Restoring Moments Due to •••'Februa?.�P2007 ••;•'. 00.90. 0 . 0000. Gravity 9:%:% .9999 0000 . 0000.. Nutting Engineers 130 TAS 112 January V07 •• 99999• 0000.. 3. LIMITATIONS ' • . - 0000.. .. 0000 3.1 Fire classification is not part of this acceptance. •• • 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. NOA No.: 13-0723.05 MIAMIDADECOUNTY Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 4 of 10 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake& Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length-I (ft) Width-w (ft) Saxony 900 11.5 1.417 1.08 Slate, Shake & Split Shake Table 2: Aerodynamic Multipliers -.% (ft) Tile X (ft ) 74 (ft-,7)- Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Tile 2"•12" 3":12" 4"•12" 5"12" 6":12" 7"•12" or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck Slate, 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Shake & Split Shake 6666 . . 6666 6666.. .. 6666 .6.... .06. 6666.. 6666.. .6006. 6666 6666 . . . . 6666 6666 6666. . 6 6666.. . . 0000. 6666.. .6 66 . 6000.6 6.6..0 00 . 6 .666... 600006 6 . . 6...66 .. 6666 00 a MIAMI•DADE COUNTY NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 5 of 10 Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens FProfile (min 15/32" (min. 19/32" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake&Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 48 Screw 30.8 30.8 18.2 2 48 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail(Field 24.3 24.3 24.2 Clip) 1-10d Smooth or Screw Shank Nail (Save 19.0 19.0 22.1 Clip) 2-10d Smooth or Screw Shank Nails(Field 35.5 35.5 34.8 Clip) 2-10d Smooth or Screw Shank Nails (Eave 31.9 31.9 32.2 Clip) Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Saxony 900 Adhesive 31.3 Slate, Shake&Split Shake 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Single Patty Adhesive Set Systems •••• . . 0000 0000. Tile ' Tile Application Minim Attchment •• Profile •••••• •••• ..j1p,$istance. . MonierLifetile Saxony 900 Tnn ....�18 9•....• ' Pol oam Pol Pro Slate, Shake & Split Shake Pol oam •Pal ProTM 40.4 ••• 3 Large paddy placement of 45 grams of Pol Pro TM '•• 0000.. .0 00 0 . 0.00 4 Medium paddy placement of 24 grams of Poi ProT"^ ...... • •• 0 0 . 0 0000.. 0000.. Table 7: Attachment Resistance Expressed as a Moment- • •••: for Mortar Set Systems 0 0• • . . Tile Tile Minimum Attachment Profile Application Resistance MonierLifetile Saxony 900 Mortar Set 43.9 Slate, Shake &Split Shake 5. Tile-Tite Roof Tile Mortar Ill cOUMY NOA No.: 13-0723.05 ' Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 6 of 10 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami-Dade County Product Control Approved". N1 LABEL FOR SAXONY 900 TILES (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. 0000 . . . . 0000 ...... •0 0 0000 . 000000 0000000000 0000.. .00000 0000 00.. . . . 0000 0000 0000. 000000 . . 0000. 0000.. .. .. . 0000.. 0000.. . . . . . . . . 0000.. 00.00. 0 . .0000. 00 . ..00 00 0 MM MIAMI. E COUNTY NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 7 of 10 PROFILE DRAWINGS NAIL HOLES 1-5/32"(Slate) 17 " f . COVERLOCK 13 " UNDERLOCK SAXONY 900-SLATE 0000 . . 0000 0000.. .. 0000 0000.. 0000 0000.. 000.0. . 4,0000 0000 :9000: . . •9.• 0000 00.06 0000.. . . 00000 09 .. 0 00.0.0 .90.0. . 00 . . . 9 • .0.9.. .90 0 • . 0000.. 0. . .0.9 .. 9 UNTY MIAM4DADECONOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 8 of 10 SAIL HOLES 1-9/32"(Shak 1711 1 3 D Note: Available Top Surface Finishes 5. Complete the brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 6. No brush SAXONY 900-SPLIT SHAKE • • • • • •0000• • •.000• 690:06 0 00 0 MIAMbDADE counmr NOA No.: 13-0723.05 "'• • Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 9 of 10 NAIL HOLES .4 KN •q �t 4 1-9/32"(Shak 17 " 13 " SAXONY 900-SHAKE END OF THIS ACCEPTANCE . . .... ...... ...... .... ...... .... .... . . .... .... ..... ...... . . ..... • •....• .. .. . ...... . . . . ...... .. . •o.• 00 0 e�uar�i nape c NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 10 of 10