Loading...
RF-13-1635Miami Shores Village CBJV Building Department MAY 0 7 2014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY:^ Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 y m LM _fnFBC 20 DING ermit No. /'� — /6 a6 PERMIT APPLICATI '. ermit No. Permit Type: BUILDING ROOFING JOB ADDRESS: /O '. - � %1i61141Z o re's CityMiami Shores Q County: bQG�2 Miami Dads u;'Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder):_Q ri e - /eirre, Phone#: Address: (9 i-117 City: Atz z res State: r/ Zip: 3 1 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: /J Phone#: / �� - Ad 7CU 4 (_ Ci j h State: ire_ Zip E Qu ry r H40 75a m Ime r Vj L_Phone#: l- Sta Cer#�"patio or Re 'stration #: C C / 3 2 to Certificate of Competency #: Co dy C%ON• -' Email Address: 5 D IN 1: r tect/Bngineer: Phone#: V eVf iw this Permit: $ Square/Linear Footage of Work: � 7 7 � 64 Addition ,Alteration./ LI❑Repair/Replace ❑D olition D rk: /A/�nea ! ��15 Ve rd W -6 -yl Y. nn Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ .Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 Owner or Agent Contractor ment w ackn wled ed before me this The foregoing instrument was acknowledge r 204 , by , 2Q% , by own to me or who has produced who ' erson own t me or who tas.l As identification and who did take an oath. as identification and wl My Commission Expires: NOTARY PUBLIC: _ M moi.,-. E3=i / APPROVED BY e P1ans.Examiner Zoning Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/1=009)(Revised 3/15/09) Clerk Miami Shores Village PERMIT APPLICATION ling Department id Avenue, Miami Shores, Florida 33138 D5) 795-2204 Fax: (305) 756-8972 LINE PHONE NUMBER: (305) 762-4949 ❑BUILDING ❑ ELECTRIC X ROOFING 77IAY MALY2 2014 BY: FBC 20 Master Permit No. K F— 8 -- 1635- -r Sub Permit No. ❑ REVISION ❑ EXTENSION rjiRECEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: �5r1. IV �-�✓ V %� a `^— Folio/Parcel#: / I/ Z 13 (a d 11Q 7 Q n Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �Q rii �. *►, erQ. Phone#:40A ,1 Address:. 7 b i� j �i' 44%. S % City: '�.� 4 lA•1� S L-.0 1(` It SState• L Zip: 3s 4L Tenant/Lessee Name: Phone#: Email CONTRACTOR:: Company Name: &I 1 � ,�fr� t;e--s 17 Phone#: � - ��� y �g Address: 10 r0 0 S VO—Ir ��` 11.40 C !/p] ) - V b % 1 a 1I-► V%Q 1--er State: —42 L Zip: rid: /l) (�/i9-�%Zy 1 L Phone#: .. :alrion or Registration #: (3 e-0— ertificate of Competency M 0 krchitect/Engineer: Phone#: s - City: State: Zip: i of rl ' for this Permit: $ Square/Linear Footage of Work: F�lPk` ❑ Addition ElAlteration ❑ New ❑ Repair/Replace ElDem° iiiQ o °Work: AAA- i" LL,,- .�1 aL are ct 6 to a Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) DBPR $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ _ Bonding Company's Name Bonding Company's Address City Mortgage Lender's Name (i Mortgage Lender's Address City 4 if applicable) State -� f applicable) State 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 .�v� f*�S V �t OWNER or AGENT CONTRACTOR i instrument was acknowledged before me this The foregoing instrument was acknowledged be Y of 20/C/- by Z-/ day of 20 who is sonal k own to , who i e�sor produced who did take an oath. Seal: as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Seal: to I APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES w ; z r i a Building Code Edit I, cN Hurricane tone Uniform Permit 13 _ Miami Shores Vil ' lT ZONING DEPT EPT COMPLIANCE WITH ALL FEDERAL AND COUNTY RULES AND REGULATIONS Master Permit No. rj Met ., -I • I.7 ~ / (Q s7;� Process No. Contractor's Nampe Job Address 3 D Ai%Q9 gi -,,Wj* SA4V res 331 to OK Of RAAC CATEGOWY ❑ Low Slope1Aechanleally Fastened Tile j 13Mortar/Adhesive Set Tile! `` ' *fi ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes q Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ❑ Reroofing ❑ Recovering ROOF SYSTEM INFORMATION CLE IV�° ❑ Repair ❑ Maintenanc MAY 00 01 4 rZ Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 11-4 SCtinn R (Rnnf pl n1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. ENEENNE■NNEEE■■■■■■■ ■■■ EE ■■■■NEEM■■■■■■■■■■■■■■■ ■E■■EEE■■■■■ME■■■■■■EEE■■ ■�IEt�E■ I■ ■E■■■E■EENT IEI ■EEE■■ ■EEI�':i�'I■ ■EMM■NNMEE■IMI NN!!P.MiJ■■ ■�E■■■ ■EE10I■ ■EMENN1N■i �■■ENS ■ENE E■■EE■ M!■L EEEE �I��� ■NEENNIN■ ■EEM■■■ Nlfiii�■■■ NEE■Mi��l��� �iWQll�l���l�lr■■■ANN ■■■■Eiii■�i�i�i■�f ■MEN■MNEEEM�■iiiiMEEMwENEMN■ ic.3r;®EEME■iiii�NN • FLORIDA BUILDING CODE — BUIgDI4 : %: • •• •• • •• • •• •• ••• • 0 ••• • • • •• ....... see . .. ... E v t y ROOF ASSEMBLIES AND ROOFTOP STRUCTURES r ' a SECTION 4402.14 HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2007 High -Velocity Hurricane Zone Uniform Permit Application Form. e INSTRUCTION- PAGEE., . . COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PER, APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: C Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application ABC 1 2 3,4,5.6,7 Prescriptive BUR -RAS 150 ABC 4.5.6.7 Asphaltic Shingles A B D 1,2.4,5,6.7 f Applicable l7etall Drawings •; Concrete or Clay Tile A.Btp,E 1.2.3.4,5.6.7 • • 1.2.3,4.5.6.7 Metal Roofs Ap B D Wood Shingles and Shakes ABD 1 24.5,6.7 Other As Applicable 1.2.3.4.5.6.7 ATTACHMENTS REQUIRED: 1. fl - Fire Directs Listln Page - a e-2. 2. From Product Approval: Front Page , .w Specific S Item Description ',Speelfic Sjisfem Limitations General Llinkations s ' ti f Applicable l7etall Drawings •; :. Design Caic4lationq.Per. Chapter.. 6,.o: If�Alipllcable, RA$ 'I2 71or RAS • • • • 0th 'Com onent of Product 4poebyat':' we 9: A: �� •� • •• 190 •• v .�. • • • o 4-w# 5. Municipal Permit Application • 6. O •ers Notification for Roofin o i erationa Ae*poofin 0000n •ti : 7 • • *Anj R Roof Testin •: : _: uired /Calcuration Doc Qn• bn • • ••• • • • • ••• FLORIDA0,BtjILQINCCCOGE:— DUiLD=NG •• 0• • 0 • •• •: •:• • • • • • • • • • • r�F=7- 13-135 HURRICANE ZONES 1111 V 11� 111 JUN �1 Florida Building Code Section D (Steep Slowed Roof System) Roof System Manufacturer: t>ok2.. j r3 Product Approval Number: 12'—o104 . oce Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1• 3?'/ P2: ' P3• � 100 7 Maximum Design Pressure Product Approval Specific System: ^ Method of file attachment: xI�dr--- Steep Sloped Roof System Description Deck Type: / l � S�Yo L t�a0 v7 ype Underlayment: Roof Slope: O Insulation: 12 Fire Barrier: Ridge Ventilation? N�- .. ... . . . . . .. •. .: ••r: •4 . . Mean Roof Height: A •; • '. •• • ... .... ....... . .... ...... . .... . . ... . 2010 FLORIDA BUILDING CODE —RESIDENTIAL Type & Spacing: ]� w �✓ILO. i l(erO.G. %47`'zi I [q• . I ype: / Cap Shee [�iz_ 4t Roof Covering: __0 LA_ Type & Size Drip dge: 3 �� A'Glf ROOF ASSEMBLIES AND ROOFTOP STRUCTURES i r Florida Building Code Edition 2007' High Velocity Hurricane Zone Uniform Permit Application Form. v#: Section n (teeg) Sloped Roof Siem) Roof System Manufacturer: 47;,-OPA-L, r2l� Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculation SA: P2• P3• �' •7 axim esign Press re (Fro the Product Appr val Speci c System): Deck Type: I � Type Underlayment: 781ope: Insulation: �+ Fire Barrier: --= Ridge Ventilation? Fastener Type & Spacing: w� Adhesive Type: Mean Roof Height: �0 Type Cap Sheet: Roof Covering: G -n (,er ... .. : : : : : TYpe &Size Drip.. .. '? )r �•�'irSf:.. 00 .'. ." '. Edge: •• •'. : : %: •: : : : :': .. ..• .. • . • •. .. :.• •.••. .' •000 go* . . . . . .•• • . . • • • . . . • • . • . • • • . FLORIDA BUILDING CODE— BQILD=NC= . . � � •• • • •. • � � • • • • • • • • • • • • •• •• • • :'00: • •• •• • • • •• •• ••• • • 0 •0• i : ••• . • • •.• • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High -Velocity Hurricane zone Uniform Permit Application Form. Section C (Low Slope Application) Surfacing: Fill in specific roof assembly components and identify manufacturer Fastene/An for Anchor/Base S at Attachment: (If a component is not used, Identify as "NA") , Field: Lap, # Rows @ " oc System Manufactu r: : •:• Perimetc @ Lap, # ows _ @ " oc Product Approval No ° • Comer:@Lap, Rows @ " oc Design Wind Pressures, From RAS 128 or Calculations: l�+ ••. ••. Top.6 Numbeers er Insulation Board: Pmax1: Pmax2: Pmax3: • FieldPerimeter Corner Max. Design Pressure, from th specific ProductApproval • system: Illustrnents Noted and Details as • AppliWoodbler, Deck: Edge Termination, Stripping, Flashing, Gauge/Th i us Cleat, Cant Stnp, Base Flashing, Counter - ng, Coping, Etc. te: Mean Roof Height, Parapet Height, Height of Base ng, Component Material, Material Thickness, Fastener Fastener Spacing or Submit Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: q Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Mat al: Top Insulation Layer: Top Insulation Size and Thick ss: Top Insulation Fastener/B ding Material: Base Sheet(s) /No. ly(s): Base Sheet Fanding Material: •ii i0• •• • • Ply Sheet 10.0o;PlL4s1: • • • • • • •• • - • - �'•• • Ply She faStVaa FLORIDIC•BIJILDIN(SCObt:—?&UiLDING:• • • • • ••• • • • •• •• • • • •• •• • • • • • • • • Mean Roof Height : •:• : • •• ••1 l�+ ••. ••. Top.6 • • . • . .• . . . • • • . • • • • • . •. ' • • • • 'Faser/Eforidiwgillaterial• 0 • • • • Top Illy ian • •• FLORIDIC•BIJILDIN(SCObt:—?&UiLDING:• • • • • ••• • • • •• •• • • • •• •• • • • • • • • • Mean Roof Height HIGH-VELOOITY HURRICANE ZONES Florida Building Code Edition 210 Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compared the values for M,with the values from Mr. If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable Method 1 "Moment Based Tile Calculations Per RAS 127" (p]: x1 .269 = -11,.v )- Me SAI =Mrs 7-Q Product Approval Mr 4s.1; (P3: x ; L Z _- ft. A 1- M; Sq') = M 2S•G5 Product Approval Mr S (P3r•I� XX Zq = - ?R.10 58 1 = Mr ag 00 Product Approval M, 4J.5 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mr *Must be used In conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compared the values for Fpith the values for Fr. If the Fr values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "TJplift Basel Tile Calculations Per RAS 127" (PI:_x1:_= x W:=_)-W:_x cos B.• = F,t: F (Pa: -x1:__ N W:=_)-W:_xCOS B.•- = Frz: F (P3:_x1:_= x w:=W:_xcos 0.•_= F,3: F Mr Required Moment Resistance" Descri tionS mbol Mean Roof Height --b► Roof Slope 16' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34A 36.0 37A 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28A 30.1 31.6 32.8 34.9 ' 6:12 26.4 28.0 28A 30.5 32.4 7:12 24.4 25.9 27.1 1 26.2 30.0 *Must be used In conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compared the values for Fpith the values for Fr. If the Fr values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "TJplift Basel Tile Calculations Per RAS 127" (PI:_x1:_= x W:=_)-W:_x cos B.• = F,t: F (Pa: -x1:__ N W:=_)-W:_xCOS B.•- = Frz: F (P3:_x1:_= x w:=W:_xcos 0.•_= F,3: F .... ....... . . ...... . .... .... . . .... . 44.24 2n1 m name atm I'MU .`. rune - 0e01nelLMAI Where to Obtain Information Descri tionS mbol Where to find Design Pressure Pl or p2 or p3 RAS 127 Table 1 or by an eninuxf9ng analysis prepared by PE based on ASCE 7 Mean Roof Height 1 i Job Site Roof Slope a Job Site AcrodynamicMultiplier x prod Res tntyn o G • • hit • Product Awroyal AltacJilhentlitesistna • • Mr product Approval Re paved oke9Ras Calculated MinK& AtM&RientItIsIgAce • T► Product val Required Uplift Resistance F Calculated tjM Tile wei i W ProductA • . TilfyDifficiplbis [seen � ProduetApproval All calcTAmiciwn toM; in e;al at the time or it application. .... ....... . . ...... . .... .... . . .... . 44.24 2n1 m name atm I'MU .`. rune - 0e01nelLMAI ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ftp• Florida Building Code Edition 2007 ;- High -Velocity Hurricane Zone Uniform Permit Application Fo. Spcfinn F (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are gr an o equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. + Method I "Moment Based Tile Calculations Per RAS 127" fpt: X)6 = ) - Mg: = Mrd Product Approval Mf (PZ: x 1 -=-)-Mg:-=K2- Product Approval Mf g: x _ ) - Mg: = Mr3 Product Approval Mf Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resi ce (Mr) From Table Below Product Approval Mr M required Moment Resistance* Mean Roof Height —> Roof Slope I 15' 1 20' 1 25' 1 30' 40' `Must be used in conjunction with a list of moment based 'le For Uplift based tile systems use Method 3. Compared the valuei for each area of the roof, then the tile attachment method is ac Method 3 "Moment (Pt: x L = x w: W: (PZ: x = xw:=�-W: fP.• x T. _ _ � _ systems end ed by the Broward County Board of Rules and Appeals. �(or l` w the values for Fr. If the F values are greater than or equal to the Fr values, `Lse\fleCalcaflations Per RAS 127" x c= Frl Product Approval F. x c= Fry Product Approval F' ••• • • • • ••• • • FLORIDA BUILDING CODE • s— B41LDll.: •: • •• • • • • •• •• • •• • •• •• ••• • • i• • ••• • Where to Obtain Info ation • • ••• • • Description S mbol ere to find Design Pressure Pl o or P3 RAS 127 Table l or bv an en ineerin an pis prepared by PE based on ASCE 7 Mean Roof Heittht H Job Site • • • • • • • Roof Slone B Job Site • • • •• •• ••• Aerodynamic Multi ier • Product ADuroval ••• • • Restoring Mome due to Mg Product Approval Gmvit Attachm t Resistance M Product Approval Re uired ment Resistaneeculated 1F9 • /inimumMttachment• 1• • • • • • • • • •• • • • • • • i i i i i i gasistane • •� i ucl4pproval • • • • • • • • • • • • • •• •• • • •• • • • • uired ti lift Resistance Fr Calculated Averafte Tile Weiaht W Product ArWroval ••• i ii,=1e• • • • • • ••• • i i i i • •1'ihlDintelision • • Prac4� A&+1 • • • • • • • • • • • •• W • •• • • • • All calculations must be submitted to the building official at the time of permit application. ••• • • • • ••• • • FLORIDA BUILDING CODE • s— B41LDll.: •: • •• • • • • •• •• • •• • •• •• ••• • • i• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • oil, .*WF-�7-I5-tG455 AM I�� �. MIAMI-DADE COUNTY r F�::77� N 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOUR '9 2014 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISIONMiami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) - www.miamidade.eov/sera Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 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: Vanguard Roll 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 wisit'eeNQA shall be pr provided to the user by the manufacturer or its distributors and shall be available for inspelon at lie!jc$ dt* r;quest of the Building Official. This renews NOA# 12-030$106 Wdcofi ists of ltages•1►through 6. The submitted documentation was reviewed by Alex Tigera. �: : • ;'. NOA No.: 12-0904.06 MIAMNDADE COUNTY • • • • • Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a system using Vanguard Roll Concrete Roof Tile, as manufactured Boral Roofing LLC in Pompano Beach, FL., and described 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 the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Vanguard Roll Concrete L =16 -1/'L" TAS 112 Low profile, interlocking, high pressure extruded Roof Tile W = 13" concrete roof tile equipped with one nail hole and %Z" thick double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use at hips, w = varies rakes, ridges and valley terminations. varying thickness Manufactured for each file profile. 2. 1 PRODUCT DESCRIPTION 1. Pompano Beach, FL. 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108 (Nail -On) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering, Inc. PA 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) Redland Technologies P0631-01 • Wjnd TuanslaTestiv July 1994 Alk a 0%ertar Sgt') Redland Technologies Letter Dated Aug. 1, 1994 .' V:N&Apnf* *.IestjAg Aug. 1994 ' • PA 108 (Nail -On) ' ' • • • • • • •• • ••• ' ' • • • NOA No.: 12-0904.06 • • • MIAMMADE COUNTY • • .... � • • • • • • • • • • • • • • • •; plration Date: 12/16/17 �x ' " ' • Approval Date: 12/06/12 Page 2 of 6 • • • • • • • • • • •• •• • • • •• •• • G 2.2 SUBMITTED EVIDENCE: Test Anencv Test Identifier Test Name/Reoort Date The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -76 ❑ PA 100 ... . . • • The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995 Engineering, Inc. MIAMFDADE COUNTY • • • PA 102 • • • •. 000 (2 Quik -Drive Screws, Direct Deck) ,..., � The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Battens) ••• • The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering, Inc. 25-7214-6 PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 PA 101 Dec. 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier August 2007 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 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 Aerodynamic Multipliers October 2007 Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999 Nutting Engineering TAS -112 13343.1 June 2007 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 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 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. .. ... . . . . . . . . . .. ... .. . . . .. ... . . • • .. • . . • . . •. . . • NOA No.: 12-0904.06 MIAMFDADE COUNTY • • • 000 • • • •. 000 Expiration Date: 12/16/17 ,..., � Approval Date: 12/06/12 Page 3of6 ••• • • ••• • • . . • • . . • • . . .• .. . . • •. .• ... . . . ... • . P 4. INSTALLATION 4.1 Vanguard Roll 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 (lbf) Length -1 (ft) 1 Width -w (ft) 1 Vanguard Roll Roof Tile 9.2 1.38 1.08 Table 2: Aerodynamic Multipliers - X (ft) Tile Profile X (ft) Batten Application 1(ft) Kirect Deck Applicati n Vanguard Roll Roof Tile 0.266 K 0.289 Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile Profile 2":12" 3'°:12" 4":12" 5":12" 6":12" 7":12" or greater Vanguard Roll Roof Tile Battens Direct Deck Batten'Direct attens Deck I Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.30 6.03 5.2A Roof Tile 5.97 J5.16 8.8 5.87 5.05 5.75 4.92 5.60 4.78 5.44 0REEMPMA Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Vanguard Roil 2-10d Ring Shank Nails 27.8 37.4 28.8 Roof Tile 1-10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2-10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 48 Screw 25.8 25.8 22.9 2 48 Screws 47.1 47.1 49.1 1-10d Smooth or Screw Shank Nail 24.3 24.3 24.2 Field Clip) 1-10d Smooth or Screw Shank Nail 19.0 19.0 22.1 Eave Clip) 2-10d Smooth or Screw Shank Nails 35.5 35.5 34.8 Field Clip) 2-10d Smooth or Screw Shank Nails 31.9 31.9 32.2 Eave Clip) • • • • :09 • • .. . . . .. ••• •• see 000 Soo •• ••• . ... . . • . . . . . . • • • • • . • •• • . • .•. . . . • ... . . . . • . . . • • .• .. . . • .. .• • . . ... . • . ••. NOA No.: 12-0904.06 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 4 of 6 0* Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Vanguard Roll Roof Tile Adhesive 26.1 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Vanguard Roll Roof Tile 3M 2 -Component Foam Roof Tile Adhesive AH -160 86.61 3M 2 -Component Foam Roof Tile Adhesive AH -160 45.5 3 Large paddy placement of 54 rams of 3M 2 -Component Foam Roof Tile Adhesive AH -160. 4 Medium paddy placement of 24 rams of 3M 2 -Com onent Foam Roof Tile Adhesive AH -160. Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Vanguard Roll Roof Tile Mortar Set 20.60 5 Tile-Tite Roof Tile Mortar. 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". 4 MIAMMADE COUNTY VANGUARD ROLL BORAL ROOFING LLC VANGUARD ROLL ROOF TILE (POMPANO BEACH, FL.) see • • • • (LOCATED ON &WDERSIDE OF TILE) • •• • • • • ••• • •• ••• •• • • • •• NOA No.: 12-0904.06 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 5 of 6 ••• • •• • • • • • • • • . . • • . . • •. • . . .. . • . • • • • NOA No.: 12-0904.06 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 5 of 6 C. 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. PROFILE DRAWINGS �11to y �� VANGUARD ROLL ROOF TILE (POMPANO BEACH, FL.) END OF THIS ACCEPTANCE %: . . . . • . . . ......... . . . . . . . .... . .. ... Off .. ... Go* 000 fee .. . . . :0: . . .. . . . ... . fee . . . . . .. . . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... NOA No.: 12-0904.06 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 6 of 6 MIAM q a MIAMI-DADE COUNTY UCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/cera Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 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: Vanguard Roll 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 entirp•NVA sbau be provided t4 the user by the manuflaturar or its distributQ,r.S and shall be available for inspection at Cie job site at tlz regxes*t %*. the Building Offict�l. • • . ......... ......... . This renews NOA# 12-0308.06 anddons' 9d of'page%•1 Mugfi 6. • • • • • • • • ' • The submitted documentation was reviewed by Alex Tigera. 0 0 • : ' • • : 190A 1: *-0904.06 Soo 000 00 . • • Cxation•Date: A/16/17 plr Approval Date: 12/06/12 Page1of6 ••• • • • ��• • • • • • • • • • • • •• •• • • • •• •• 00 • • ••• • • ... • : ' • • : 190A 1: *-0904.06 • • • . • • Cxation•Date: A/16/17 plr Approval Date: 12/06/12 Page1of6 ••• • • • ��• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a system using Vanguard Roll Concrete Roof Tile, as manufactured Boral Roofing LLC in Pompano Beach, FL., and described 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 the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Vanguard Roll Concrete L =16 -'/Z" TAS 112 Low profile, interlocking, high pressure extruded Roof Tile W = 13" concrete roof tile equipped with one nail hole and '/z" thick double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use at hips, w = varies rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2. 1 PRODUCT DESCRIPTION 1. Pompano Beach, FL. 2.2 SUBMITTED EVIDENCE: Test Aeency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 • Appendix II PA 108 (Nail -On) ... Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 ' . screw vs. smooth shank nails MIAM The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering, Inc. PA 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. • PA 101 (Mortar Set) ••• Redland Taahnololies• • • • • • • P0631-01 • • • • . •Wincl.Tuxuel Testing July 1994 • Redland Tb o!ojeS.' • • • :. ; :.• %,aerDatedAug• 1,•.894 P.A j98 (Mortar Set) Aug. 1994 .; Y+1 �.Te�Testing • • • • PA 108 (Nail -On) • • • NOA No.: 12-0904.06 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 2 of 6 • • . •• ••• Sao • • • • • ••• .... ... ...... ' ' . . MIAM OU 7Y •• • • • • • ••• • • • • • ••• • • • w •:• • • • • • • • • • • •• •• • • • • • • • • • • •• •• • ••• • • •• •• • • • ••• • • • • ••• NOA No.: 12-0904.06 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 2 of 6 •• ••• Sao • • •. • ••• .... ...... . .. . • . . • . • •• • • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• NOA No.: 12-0904.06 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 2 of 6 2.2 SUBMITTED EVIDENCE: Test Arencv Test Identifier 1r k 2.2 SUBMITTED EVIDENCE: Test Arencv Test Identifier Test Name/Reaort Date The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test#MDC-76 PA 100 The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Battens) The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering, Inc. 25-7214-6 PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 PA 101 Dec. 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier August 2007 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 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 Aerodynamic Multipliers October 2007 Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999 Nutting Engineering TAS -112 13343.1 June 2007 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 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 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. MIAMMADE COUNTY �FJ...• YRIJ • ••• •• • • • • ••• • t • • • • • • • • • • • • • • • • • • • • ••• • •• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • i i�TdA 1Qo.: i2,b9U4.U6 • •• 000 • • • • • • • • • • • • • • • •Expiration• bate:• 12/16/17 • • • ••• • • • • • • • • • • • • • • • ••• • • • ••• • • ••• Approval Date: 12/06/12 • • • • • • • • Page 3 of 6 I 1 R Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile 3 Large paddy placement of 54 rams of 3M 2 -Com onent Foam Roof Tile Adhesive AH -160. Resistance Vanguard Roll Roof Tile Adhesive 26.1 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. 3MTA° 2 -Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Vanguard Roll Roof Tile . 3M 2 -Component Foam Roof Tile Adhesive AH -160 86.61 3M 2 -Component Foam Roof Tile Adhesive AH -160 45.5 3 Large paddy placement of 54 rams of 3M 2 -Com onent Foam Roof Tile Adhesive AH -160. 4 Medium paddy placement of 24g rams of 3M 2 -Component Foam Roof Tile Adhesive AH -160. Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Vanguard Roll Roof Tile Mortar Set5 20.60 5 Tile-Tite Roof Tile Mortar. •Q•ATEDrONdiNDERSIDEOFTIL�j• •• • 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". VANGUARD ROLL BORAL ROOFING LLC VANGUARD ROLL ROOF TILE (POMPANO BEACH, FL.) •. •.. • +++ �• • • • • • •• • •• • • •Q•ATEDrONdiNDERSIDEOFTIL�j• •• • • • • • • • • • •• • e • • • • • e• • •+ • • • • ••• Y •i •ei i i iei • • • • • • • • • ••• •• • • • • • :•: i i :;(IA%%: 904.06 MIAMI•DAD; COUNTY : • • • • • • • + • : ; • e• j2 ; • • • • • •Egplitatioqpjte'. •?2/16/17 Approval Date: 12/06/12_ Page 5 of 6 ••• • • • . e•• . • •e• • • • • ••• • • • • • ••• • • • • + • ••• • • e • • + • • • • • e • • • • • • • • • •• •• 000 . •• •. • e• •• • • e •• •• R ' 1 s C. 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. PROFILE DRAWINGS 11 it y �� VANGUARD ROLL ROOF TILE (POMPANO BEACH, FL.) END OF THIS ACCEPTANCE .. .. . ....... . ......... . . . . . . • • .... . .. ... .. MIAMI A E .. .. . ....... ....... % .... . .. ... .. •. •.• 000 0*6 0 00 • ••• • • • • •Go* • • • • so* 000 NOA No.: 12-0904.06 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 6 of 6 6/3/14 E -Codes 4"R i A3.5 Compare the values for Fr with the values for F noted in the Product Approval. If the F values are greater than or equal to the Fr values, for each area of roof [i.e., field Pasd(1) perimeter (Pasd(2) and comer Pasd(3) areas], then the tile attachment method is acceptable. TABLE 1 - RISK CATEGORY II EXPOSURE CATEGORY "C" MINIMUM DESIGN WIND UPLIFT PRESSURES IN PSF FOR FIELD [Pasd(1)], PERIMETER [Pasd(2)] AND CORNER [Pasd(3)] AREAS OF ROOFS FOR EXPOSURE C BUILDINGS WITH A ROOF MEAN HEIGHT AS SPECIFIED3 ROOF Pasd(1) Pasd(2) SLOPE >2:12to56:12 >6:12to512:12 Roof mean height Pasd(1) Pasd(2) Pasd(3)2 Pasd(1) Pasd(2) & >20' to 5 25' -48.8 -85.0 -125.7 -53.4 Pasd(3) 5 20' -39.1 -68.1 -100.7 -42.8 -50.0 >20' to 5 25' -40.9 -71.3 -105.4 -44.8 -52.3 >25' to 5 30' -42.4 -73.9 -109.3 -46.4 -54.3 >30' to 5 35' -43.9 -76.6 -113.2 -48.1 -56.2 >35' to 5 40' -45.1 -78.7 -116.3 -49.4 -57.8 1 Calculated in accordance with ASCE. 2 For Hip Roofs with slope:5 5.5:12, Pasd(3) shall be treated as Pasd(2). 3 Pasd = 0.6Pult TABLE 2 - RISK CATEGORY II EXPOSURE CATEGORY "D" MINIMUM DESIGN WIND UPLIFT PRESSURES IN PSF FOR FIELD [Pasd(1)], PERIMETER [Pasd(2)] AND CORNER [Pasd(3)] AREAS OF ROOFS FOR EXPOSURE D BUILDINGS WITH A ROOF MEAN HEIGHT AS SPECIFIED3 ROOF SLOPE > 2:12 to:5 6:12 > 6:12 to 512:12 Roof mean height Pasd(1) Pasd(2) Pasd(3)2 Pasd(1) Pasd(2) & Pasd(3) 5 20' -47.0 -81.9 -121.0 -51.4 -60.1 >20' to 5 25' -48.8 -85.0 -125.7 -53.4 -62.4 >25' to 5 30' -50.3 -87.7 -129.6 -55.0 -64.4 >30' to 5 35' -51.5 -89.9 -132.7 -56.4 -65.9 >35' to 5 40' -52.7 -91.9 -135.8 -57.7 -67.9 1 Calculated in accordance with ASCE 7••• .. • • •• 2 For Hip Roofs with slope:5. 5.5:12,•Posd4 vil �e tr*p8;ed V Pasd(2). 3 Pasd = 0.6Pult • VIWHERE"ro *OBTAIN INFORMATION Description too ftnpol . Where to find • • ••• Table 1 or Table 2 as applicable or by an . ...... . .... .... .... engineer analysis prepared, signed and erodes.cyberregs.com/cgi-e)/cpage.dll?pg=x&rp=4ndWST/fl/st/bl400v10/st fl st b1400vI0 ras127.htm&sid=2014060314291948966&aph=0&cid=iccf&Ldd=icc... 1/2 6/3/14 E -Codes Design Pressure Pasd(1) or Pasd(2) or Pasd(3) sealed by a professional engineer based on ASCE 7 Mean Roof Height H Job Site Roof Slope A Job Site Aerodynamic Multiplier l\ Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mr Calculated Minimum Characteristic Resistance Load F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions 1=length w --width Product Approval All calculations must be submitted to the building official at the time of permitting. .. ... . . . . . .. .. .. ...... . . ..... . . . . . . .. .... .. .. . ... ..• .• . . ... . .. .. .... .. . ...... .... . .. . . . . . . . . . .. ... . . . . ... . . . ..... . ... . .. .. . . .. .. ... .. . . .... . ecodes.cyberregs.corn/cgi-e)/cpage.dll?pg=x&rp=fincWST/fl/st/b1400v10/st fl st b14OOvlo ras127.htrn&sid=2014060314291948966&aph=0&cid=iccf&uid=icc... 212