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REV-16-489 Q Miami Shores Village ey: FEB 2.3 20166 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tei:(305)795-2204 Fax:(305)756-8972 INSPECTION UNE PHONE NUMBER:(305)762-4949 F0C 20 BUILDING Master Perf4 t No. 12-F – [-1 PERMIT APPLICATION _—..) Sub Permit No."// – ❑BUILDING ❑ ELECTRIC �OOFING (:❑ REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING ❑MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP tQ CONTRACTOR DRAWINGS JOB ADDRESS: 0 A)' City: Miami Shores County: Miami Dade l Folio/Parcel#:_/1 3 01 Z Z Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: �F/FE: OWNER:Name(Fee Simple Titleholder): .�NN J//��-0 e;;SYE Phone#: 9sj" 7�/q 7_$3 Ka Address:_, 160 0 NG-• Uri i .-r- City: ffi-MIAl- 6YOgLE-S State: F4..0a0b A Zip: 33LI,9 Tenant/Lessee Name: /1 Phone#: k Email: 1 fff '13 e- 44o ,1. C-Om _ CONTRACTOR:Company Name: y k e ki 00R 16VI Phone#: -3,0S, ! ✓� `� Address: q 0 4?�-2i- 11/e:7 "7' A(/(5' City: /I i A I", S kn o Yr-T State: r t Zip: Qualifier Name: d Arn GS P d X0�e 4/&>�{. Phone#: State Certification or Registration#: I `t" 3 d Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: Stat//e: Zip: Value of Work for this Permit:$ 3 h U o Square/Unear Footage of Work: &d h Type of Work: Addition ❑ Alteration ❑ New .Repair/Replace � [--] Demoliti n Description of Wo A tq C7 1 J �.S b �(3yf- I b l� '7 i jnkU / 311 w 6 V�Pt-[A '4 Specify color of color thru tile: /J 1 !2. � (lin A 2 C,Q Submittal Fee$ Permit Fee$ � CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ i>1 4• co (Rev4sed02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address city State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City tate Zip Application is hereby made t twin a permit to do the work and Installations as indicated. I certify that no work or installation has commenced prior to th ssuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this ' Isdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILE ,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 offer 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 _Izt4l' )4 OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged beforemethis The foregoing Instrumenpwas gknowledged before me this 1/L day of �e 20 t. ,by 7/7i day of_ y '20 _ <✓ ,by -snOC9a Get' who is personally known to j4n of O(Oc,,s Cr c,• who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign:- 6"� 0 Sign: Print: C, r'-/ P 41L •„um„ 1. <oa'u�. Seal: o aY n CATHERINE A.DUFFIN o Y n sa CATHERINE A.DUFFIN «`�: Notary: «n Notary Public-State of Florida Y Public-State of Florida • .•;My Comm.Expires Apr 15,2017 sNr My Comm.Expires Apr 15,2017 Commissio #FF 8417 =.; p�;� Commission#FF 8417 0 lofWlIel 1 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES � �VVISMG �'rt 2 _.eoF 0141-Y Florida Building Code 5th Edition(2014) ��C�' xV�� High-Velocity Hurricane Zone Uniform Permit Application orm FEB 18 2016 1 1 Section D(Steep Sloped Roof System) Byo 1 1 Roof System Manufacturer •���� Notice of Acceptance Number. Minimum Design Wind Pressures,If ppiicable(From RAS 127 or Calculatio 1 P1: 3i/� P1:AW P1: 1 1 1 Deck Type: (X G 4-a nwe roJ f 1 -, Type Underlayment: Roof Slope. : — - ._ - . p--- 1 12' -- - -- Insulation: � 1 Rkf e V ntHation? _— asoner Type&Spacing: Adhesive Type: �r ype Cap Sheet: Titt .2/-f wfo r _ 1 Mean Roof Height: �� f Covering: 14 �X N�A 1 YPe&Size Drip dge: 1 1 a ----- - -Shoes Village AP�Rr BY C -- -` t`NCE WITH ALL FEUF_RQL SUFJECT e S APlD REGULATIC FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.39 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ` /Z- Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section E(Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compare the values for Mr with the values from M. If the Mr values 1 are greater than or equal to the Mr values,for each area of the roof,then the the attachment method is acceptable. 1 ' 1 Method 1 "Moment Based Tile Calculations Per RAS 127' 1 (P1: q/ X'%'#;-1t= /O•f9)-Mg:171 =M,&A Product Approval M, 1 (P2�/p�, xX L-Iff= a.jf -Mg: ,7f =M,2 ,Y Product Approval K yn� 1 (P3/ XX LA `Y--,� a-Mg:XZ=Mi3ZrJ q Product Approval 1 Method 2"Simplified Tile Calculations Per Table Below" 1 Required Moment of Resistance(M)From Table Below Product Approval Mf 1 M,required Moment Resistance* 1 Mean Roof Height 1 Roof Slope 15' 20' 25' 30' 40' 1 2:12 34.4 36.5 38.2 39.7 42.2 1 3:12 32.2 34.4 36.0 37.4 39.8 1 4:12 30.4 32.2 33.8 35.1 37.3 1 5:12 28.4 30.1 31.6 32.8 34.9 1 6:12 26.4 28.0 29.4 30.5 32.4 1 7:12 24.4 25.9 27.1 28.2 30.0 1 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and 1 Appeals. 1 For Uplift based file systems use Method 3.Compared the values for F with the values for Fr. If the F values are greater than or 1 equal to the Fr value§,for each area of the roof,then the tile attachment method is acceptable. 1 Method 3"Uplift Based Tile Calculations Per RAS 127" 1 (P1: x L = x w:= )-W: x cos 8 =F,, Product Approval F 1 (P2: x L = x w:= }-W: x cos 8 =Frz Product Approval F i (P3: x L = x w:=_)-W: x cos 8 =Fr3 Product Approval F' 1 1 Where to Obtain Information 1 Description Symbol Where to find 1 Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 1 Mean Roof Height H Job Site 1 Roof Slope 9 Job Site 1 Aerodynamic Multiplier x Product Approval 1 Restoring Moment due to Gravity Mg Product Approval 1 Attachment Resistance K Product Approval 1 Required Moment Resistance Mg Calculated 1 Minimum Attachment Resistance F' Product Approval 1 Required Uplift Resistance Fr Calculated 1 Average Tile Weight W Product Approval _ 1 Tile Dimensions L =length W=width Product Approval 1 All calculations must be submitted to the building official at the time of permit application. 1 v 15.40 FLORIDA BUILDING CODE-BUILDING,Sth EDITION(2014) r ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 3112- Florida l/2- Florida Building Code 5th Edition(2014) 1 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 r 1 Section E(Tile Calculations) For Moment based file systems,choose either Method 1 or 2.Compare the values for Mr with the values from M,. If the M,values are greater than or equal to the Mr values,for each area of the roof,then the file attachment method is acceptable. 1 Method 1 "Moment Based Tile Calculations Per RAS 127' 1 (P1:3ft x X.Z711r, = / -Mg: =Mr,fV Product Approval M, fb+ 1 (P2:6po f xX 2V =/'P-Mg:7_y&=M2&If Product Approval M, 1 (P3�.g2 xa sY�f' _ �'l-Mg: .Y� =M � Product Approval M,� 1 Method 2"Simplified Tile Calculations Per Table Below" 1 Required Moment of Resistance(Mr)From Table Below Product Approval M, 1 Mr required Moment Resistance" 1 Mean Roof Height 1 Roof Slope 15' 20' 25' 30' 40' 1 2:12 34.4 36.5 38.2 39.7 42.2 1 3:12 32.2 34.4 36.0 37.4 39.8 1 4:12 30.4 1 32.2 33.8 35.1 37.3 1 5:12 28.4 30.1 31.6 32.8 34.9 1 6:12 26.4 28.0 29.4 30.5 32.4 1 7:12 24.4 25.9 27.1 28.2 30.0 1 'Must be used in conjunction with a list of moment based file systems endorsed by the Broward County Board of Rules and 1 Appeals. 1 For Uplift based file systems use Method 3.Compared the values for P with the values for Fr. If the F values are greater than or 1 equal to the Fr values,for each area of the roof,then the the attachment method is acceptable. 1 Method 3"Uplift Based Tile Calculations Per RAS 127' 1 (P1: x L = x w:=_)-W: x cos 8 =Fr, Product Approval F 1 (P2: x L - x w:=_)-W: x cos 8 =F2 Product Approval P 1 (P3: x L = x w:= )-W: x cos 8 =F, Product Approval P 1 1 Where to Obtain Information 1 Description Symbol Where to find 1 Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 1 Mean Roof Height H Job Site 1 Roof Slope 8 Job Site 1 Aerodynamic Multiplier x Product Approval 1 Restoring Moment due to Gravity M9 Product Approval j Attachment Resistance M, Product Approval 1 Required Moment Resistance Mg Calculated 1 Minimum Attachment Resistance F' Product Approval 1 Required Uplift Resistance Fr Calculated 1 Average Tile Weight W Product Approval _. 1 Tile Dimensions L =length W=width Product Approval 1 All calculations must be submitted to the building official at the time of permit application. 1 15.40 FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014) ML4M-DARE COUNTY M PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.m1amidade.gov/economy Eagle Roofing Products LLC 1575 East C.R.470 Sumterville,FL 33585 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:Bel Air,Bel Air Double Eagle,Ponderosa,Ponderosa Double Eagle,Golden Eagle Low Profile Concrete Tiles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0430.04 and consists of pages 1 through 10. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.:15-0223.18 Expiration Date:10/05/16 Approval Date: 09/24/15 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using"Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations 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 in section 4 herein. The attachment calculations shall be done as a moment based system. 2.PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description Bel Air Concrete Tile L= 1T' TAS 112 Flat profile concrete roof file equipped with two W= 12 %4" nail holes. For adhesive set,direct deck or Thickness=Y2" battened nail-on applications. Bel Air Double Eagle L= 17" TAS 112 Flat profile concrete roof tile equipped with two Concrete Tile W= 12 '/4" nail holes. For adhesive set,direct deck or Thickness=%2" battened nail-on applications. Ponderosa Concrete Tile L= IT' TAS 112 Flat profile concrete roof tile with slate finish W= 12 '/4" equipped with two nail holes. For adhesive set, Thickness=%2" direct deck or battened nail-on applications. Ponderosa Double Eagle L= IT' TAS 112 Flat profile concrete roof tile with shake finish Concrete Tile W= 12 '/4" equipped with two nail holes. For adhesive set, Thickness=%2" direct deck or battened nail-on applications. Golden Eagle Concrete L= 17" TAS 112 Flat profile concrete roof tile brushed finish Tile W= 12'/4" equipped with two nail holes. For adhesive set, Thickness=%2" direct deck or battened nail-on applications. Trim Pieces L=varies TAS 112 Accessory trim,clay roof pieces for use at hips, W=varies rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. NOA No.:15-0223.18 MUU7bDADE COUNTY Expiration Date:10/05/16 Approval Date: 09/24/15 Page 2 of 10 2.1 EVIDENCE SUBMII"rm Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies ERPF-001-02-01 TAS 112 Aug.2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix H TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of screw vs. Sept. 1993 smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994 TAS 108(Mortar Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 25-7094-(2,5,&8) Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 The Center for Applied 25-7183-(5 thru 6) Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7214-(1,5 ,&8) Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7487-2 Static Uplift Testing Dec. 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7496-(1 &4) Static Uplift Testing Dec. 1995 Engineering,Inc. TAS 102 The Center for Applied 25-78046 Static Uplift Testing Sep. 1996 Engineering,Inc. TAS 102 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 TAS 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep.2006 Walker Engineering,Inc. Calculations Restoring Moments Due to Gravity Sep.2006 NOA No.:15-0223.18 to Expiration Date:10/05/16 APPROVED Approval Date: 09/24/15 Page 3 of 10 3 LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications,a static field uplift test in accordance with TAS 106 shall be required,refer to applicable Building Code. 33 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112,appendix`A'. Such testing shall be submitted to the Miami Dade County Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 4 INSTALLATION: 4.1 Eagle Roofing Products LLC Bel Air,Bel Air Double Eagle,Ponderosa,Golden Eagle,Ponderosa Double Eagle Flat Concrete Roof Tiles 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 Welght W(lbf) Length-1 (ft) Width-w(ft) Bei Air, Bel Air Double Eagle, 11.4 1.42 1.03 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Table 2: Aerodynamic Multipliers -A(ft3) Tile Profile A(ft3) A(ft3) Batten 4plication Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Ea le Flat Tile NOA No.:15-0223.18 WAMPOA° R&I Expiration Date:10/05/16 Approval Date: 09/24/15 Page 4 of 10 Table 3: RestoringMoments due to Gravity-M Ilt-lb dy e( fl Tile 3":12" 4":12" 5":12" 6":12" Greater than Profile 7":12" Bel Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, Deck Deck Deck Deck Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, Ponderosa onde osa Double Eagle Flat Tile Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Nail-0n Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" plywood) (min. 19132" plywood) Bel Air, Bel 2-10d Ring Shank Nails 30.9 38.1 17.2 Air Double 1-10d Smooth or Screw 7.3 9.8 4.9 Eagle, Shank Nail Ponderosa, 2-10d Smooth or Screw 14.0 18.8 7.4 Golden Shank Nails Eagle, 1 #8 Screw 30.8 30.8 18.2 Ponderosa 2#8 Screw 51.7 51.7 24.4 Double 1-10d Smooth or Screw 24.3 24.3 24.2 Eagle Flat Shank Nail Field Clip) Tile 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) 2-10d Ring Shank Nails' 50.3 65.5 48.3 1. Installation with a 4"file headiap and fasteners are located a min. of 2'/"from head of tile. NOA No.:15-0223.19 ___I RADE COUNTY PPROVEDI Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 5 of 10 Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Bel Air, Bel Air Double Eagle, Adhesive' 31.32 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, 3MTm 2-Component Foam Roof Tile Adhesive AH-160 118.93 Ponderosa, Golden Eagle, 3MT^"2-Component Foam Roof Tile Adhesive AH-160 40.44 Ponderosa Double Eagle Flat Tile 3 Large paddy Placement of 45 grams of PolyProTm. 4 Medium paddy placement of 24 grams of PolyProTm. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Sets 43.9 Eagle, Ponderosa Double Eagle Flat Tile 5 Tile-Tite Roof Tile Mortar. NOA No.:15-0223.18 APPROVECvu Expiration Date:10/05/16 Approval Date: 09/24/15 Page 6 of 10 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below),or following statement: "Miami-Dade County Product Control Approved". EAGLE1 FLoRi.D-A- (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) BEL AIR,BEL AIR DOUBLE EAGLE,PONDEROSA,GOLDEN EAGLE,PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL,SUMTERVILLE PLANT 6. BUILDING PERmrr 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 AHJ or applicable Building Code in order to properly evaluate the installation of this system. NOA No.:154223.18 Muua Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 7 of 10 PROFILE DRAWING 17 12% BEL Ant 17 o 12'x" BEL Ant DOUBLE EAGLE NOA No.:15-0223.18 HAMCOUNWM Expiration Date:10/05/16 Approval Date: 09/24/15 Page 8 of 10 0 a 1 PONDEROSA 9P PONDEROSA DOUBLE EAGLE �MM�DECOtfflM NOANo.:15-0223.18 Expiration Date:10/05/16 Approval Date: 09/24/15 Page 9 of 10 �I I K � I I 1?'" '` IM GOLDEN EAGLE END OF THIS ACCEPTANCE NOA No.:15-0223.18 tL I UL�' a Expiration Date.-10/05/16 Approval Date: 09/24/15 Page 10 of 10 V17=6 RE: Froin: GKlieger@att net<gklieger@attneh ' To. obenourroofing<obenourroofing@aol.com> Subject: RE: Date: Wed,Feb 17,2016 3:10 pm Cathy, Based on our calculations, the Wind at Zone 2 & 3 are the same: —64 psf uplift (based on our calculations). Zone #1 it is: -37 psf. The 19/32" plywood (5/8"+/-) can span 30" and its capacity is exactly 64 psf. The Wood Screws calculated are #12 Wood Screws + washer, embedded 2-1/2" min. into the 3x10's, spaced at 12" oc max. So the min. length of these screws should be (5/8" plywood + 1-1/2" insulation + W ex. • decking +' 2-1/2" embed.) = 5-3/8" a Use 6" Long Screws. Let me know if OK with you (I think it would be). Payment by check when you pick-up the 3 copies of the signed sealed letter and attached calculations. Will this be OK? Thanks, Gershon Klieger G.D. Klieger, Inc. 1909 Harrison St., Ste 204 Hollywood, FL 33020 P: 954.923.2111 Email: gkligger _att.net from:obenourroofingPaol.com [mailtombenourroofingOaol.coml Sent:Wednesday, February 17,2016 2:14 PM To:gkliegerPatt.net Subject: Good afternoon, our client wants to proceed with the letter so please prepare the engineer letter and advise how we should pay you. Thanks, Cathy lftps•1lmait.ad.can/webmatl-skVen-uslPr nWessage 1/1 1 G.D. Klieger, Inc. O Consulting Structural Engineers 1909 Harrison Street,Suite 204 Hollywood, FL 33020-5017 Phone: (954)923-2111 E-mail:aklieaer8att.net February 18, 2016 OBENOUR ROOFING 9822 NE 2nd Ave., No 9 Miami Shores, FL 33138 Aft: Cathy Re: Roesset Residence 798 NE. 98 Street Miami Shores, FL Plywood Roof Decking Attachment Dear Cathy, Based on the information provided,we have reviewed the thickness requirement of a new plywood roof decking, spanning over existing 3x10 wood joists, spaced at 32" oc. maximum. 1. The Calculated wind uplift on the plywood is: Zone#1: -37 psf Zones#2 &#3: -64 psf 2. Based on APA Plywood Paneling Data (see attached Data Sheet), a 23/32" plywood (3./4"+/-) can span 32° and its load carrying capacity is 95 psf. 3. Based on Wood Screw Pull Capacity (Data Sheet enclosed), #12 Wood Screws, embedded 2-1/2" min. into the 3x1 O's, spaced at 12" oc max. will exceed the required pull loads. According to the above, the min. length of the#12 screws should be 6". Hopefully,this provides you with the connection information you requested. If you have any questions or require additional information, please contact me. Kt Sincerely, rryada�pe�..a'ra p Sincerely, 6 ^r' X9 G.D. Kliege Inc. � Ada' €hi r -0F � o� 18/2016r.XNX ,ot��: Gershon D. Klieger, P.E. President FL PE#36109 (Structural) C:\USERS\G\DOCUMENTS\WORD-PROCESSING\LETTER\ROSETT RES ROOF DECKING.DOC MecaWind Std v2 . 2 . 7 , j0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenter rise. cHO N Date 2/17/2016 Project No. K15.0_ (� •'•. Company Name G.D. KLIEGER, INC. Designed By GERSHON KLIEGER (PF ,� 361Q8S• wEN�F'•.� Z' Address 1909 HARRISON ST., STE 204 Description ,� : % �. City HOLLYWOOD, FL 33020 Customer Name , No. 36109 State P: 954.923.2111 Proj Location : • V� File Location: C:\Users\G\AppData\Roaming\MecaWind\Default.wnd % e Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) ~� •� MTE OF ,®0® Basic Wind Speed(V) = 175.00 mph '•. Q►�.•. Structural Category II Exposufre Category C �s'•..ORID,. "\ Natural Natural Frequency = N/A Flexible Structure = No a,��� a.-` Importance Factor m 91.00.50 g Directional Factor = 900.00 ft SYONAL�``ol At = 0.11 Bt - 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Pitch of Roof = 5.01 : 12 Slope of Roof(Theta) = 22.66 Deg h: Mean Roof Ht 13.33 ft Type of Roof = HIPPED RHt: Ridge Ht 17.50 ft Eht: Eave Height = 9.15 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = Overhang Bldg Length Along Ridge = 80.00 ft Bldg Width Across Ridge- 40.00 ft Length of Hipped Ridge = 40.00 ft Roof SAope on Hip End = 22.66 Deg Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 I=: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 - 0.92 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or;Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi. GCPi : Internal Pressure Coefficient +/-0.18 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = = 4.00 ft Description Width Span Area Zone Max Vin Max P Min P ft ft ft^2 GCp dCp psf psf ---------------------------------------------------------------------- RFG (1) 3.00 3.00 9.0 1 0.50 -0.90 23.08 -36.66 RFG (2) 3.00 3.00 9.0 2 0.50 -1.70 23.08 -63.81 RFG (3) 3.00 3.00 9.0 3 0.50 -1.70 23.08 -63.81 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 33.94 psf Design Method Allowable Stress Design (ASD) Connection Type Withdrawal loading • .. _ _ .. _. ... Fastener fyp]ell Wood Screw • Loading Scenario N/A • Main Member Type Southern Pine • Main Member Thickness 9.5 in. Side Member Type Plywood Structural 1 grade) Side Member Thickness 19/32 in. • Wood Screw Numbe 12 (D = 0.216 In.) • Length 31n. • rLoad Duration Factor C_D = 1.0 • • Wet Service Factor C_M = 1.0 Temperature Factor N0. 36109 q � Z STATE OF 7 Q Adjusted ASD Capacity ]F372 lbs, � FIZOR1O:'•°�61 "-sS7aNAL VV� ' �^"•Ps01��S�e • The Adjusted ASD Capacity does not apply for wood screws installed in the end grain of wood members. • The Adjusted ASD Capacity only applies to withdrawal of the fastener from the main member.It does not address head pull-through capacity of the fastener in the side member. While every effort has been made to insure the accuracy of the information presented,and special effort has been made to assure that the information reflects the state-of-the-art, neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this on-line Connection Calculator.Those using this on- line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson,Michael Dodson and David Pollock at Washington State University.Support for development of the Connection Calculator was provided by American Wood Council. It r EngTlleered Wood CONSTRUCTION GUIDEE I. v a: s II x �=i sAt' P �F � g to ' i as � i ti a a W r. r' ROOF CONSTRUCTION APA Panel Roof Sheathing The recommendations for roof sheathing in Table 30 apply to APA RATED SHEATHING Exposure 1 or Exterior,APA STRUCTURAL I RATED SHEATHING Exposure 1 or Exterior and APA RATED STURD-I-FLOOR Exposure 1 or Exterior. Uniform load deflection limits are 1/180 of span under live load plus dead load, and 1/240 under live load -7­­.. _.. ........ ........_... _1111....... 1__11__1 ._ .._._.... ,. -_ 1111 1111 1111. TABLE 30 j RECOMMENDED UNIFORM ROOF LIVE LOADS FOR APA RATED SHEATHING(-)AND APA RATED STURD-I-FLOOR WITH STRENGTH AXIS,PERPENDICULAR TO SUPPORTS(i Maximum Span (in.) Allowable Ltve loads(li1 Panel Minimum Panel Spacing of Supports Center to Center(in.) Span Performance With Edge Without Edge ....... Rating Category Support+°) Support 12 16 20 24 2 40 48 60 - - -----..:_ ... APA RATED SHEATHING^1 _ .............. .... ............ 1111.. 12/0 3/8 12 12 30 I 16/0 3/8 16 16 70 30 20/0 3/8 19.2 19.2 120 50 30 24/0 3/8 24 19.2(•) 190 100 60 30 24/16 7/16 24 24 190 100 65 40 32/16 15/32 32 28 300 165 110 65 30 40/20 19/32 40 32 — 275 195 120 60 30 ! 48/24 23 48 36 — — 270 175 95 45 30 60/320 7/8 60 40 — — — 305 165 100 70 35 60/480 1-1/8 60 48 — — — 305 165 100 70 35 APA RATED STURD-1-FLOORIB) ......... .... 16 oc 19/32 24 24 185 100 65 40 20 oc 19/32 32 32 270 150 100 60 30 24 oc 23/32 48 36 — 240 160 100 50 30 20 j 32 oc 7/8 48 40 — 295 185 100 55 35 I 48 oc 1-3/32 60 48 — — — 290 160 100 65 40 (a)Includes APA RATED SHEATHING/CEILING DECK. (d) 10 psf dead load assumed. ! (b)Applies to APA RATED SHEATHING and APA RATED STURD-1- (e) 19.2 inches for Performance Category 3/8 and 7/16 panels. j FLOOR panels 24 inches or wider applied over two or more spans. 24 inches for Performance Category 15/32 and 1/2 panels. (c)Tongue-and-groove edges,panel edge clips(one midway' (f) Check with supplier for availability. between each support,except two equally spaced between sup- pp ports 48 inches on center or greater),lumber blocking,or other. (g)Also applies to C-C Plugged grade plywood. For low slope roofs;see Table 31. 'No established tolerance. ................ ..................._1.111...... - ,.. 1111... _­ _ .................. ... _1111 1111. 61 I ENGINEERED WOOD CONSTRUCTION GUIDE•FORM NO.E30V•©2011 APA-THE ENGINEERED WOOD ASSOCIATION•WWW APAWOOD.ORG