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Home My WebLink AboutProject Information f k RK10, ""_R RECEIVED ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET JUL 01 2021 Florida Building Code 7th Edition (2020) SL Lucie County Based on Section 1525 of the Florida Building Code-Building Permitting INSTRUCTION PAGE EVIEWELD F0 Fj 'ODE COMPLIANCE COMPLETE THE NECESSARY SECTIONS OF THE UNIMR_1Lqj6jL113d6UNTY APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENITED BELOW: Required Sections of Attachments Required uCO Roof System the Permit Application See List Below Form Low Slope Application A, B,C li2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 2,4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6;7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5.V.7_ Metal Roofs A,B,D 1.2,3,4,5,6,7• Wood Shingles and A,B, D 1,2,4,5,6,7 Shakes Other As Applicable ( 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED As Applicable): 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3, Design Calculations per Chapter 16,or if applicable,RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations(Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation Form Rooflnfofeb2l Rev Feb 18,2021 i � y T LUCIE WORKS Section D(Steep Slope Roof System) Roof System Manufacturer: A4 z- Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): Zone 1: Zone 2e:-Zone 2n:_Zone 2r.-Zone 3e: Zone 3r: Deck Type: Type Underia0ent �'c5� ��1 L 3/9 e .Roof.5lope: 12 Insulation: Fire Barrier: Ridge VentRafion? Fastener Type&Spacing: ,AdhesvaType: F 'G Type Cap Sheet Mean Roof Height: Roof Covering:. Type&Size Drip 3�3 Edge: Section A(General Information) Master Permit No. Process No. Contractors Name: S��Y �r�� -�� -T-nC- License# ck_u 1�116q Z6 Job Address -7Z_Sq `i (�h FeArtr 1 L ROOF CATEGORY ❑Low Slope ❑Mechanically Fastened Tile W Mortar dhesive Set Tiles ❑Asphaltic Shingles ❑Metal Panel/Shingles ❑Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE. ❑ New roof ❑ Repair ❑ Maintenance ZZ Reroofing ❑Recovering .ROOF SYSTEM INFORMATION Low Slope Roof Area(SF)1 C3— Steep Sloped Roof Area(SF) 7 D2 /3 Total(SF) 9.3 Section B(Roof Plan) 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. + J7-7 61 L CD z a 16 Ix j i Section C(Low Slope Roof) Surfacing: Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment: manufacturer Zone 1':_....." oc @ Lap,#Rows_@ "oc ' (If a component is not used,identify as"NA") Zone 1:_.._." oc @ Lap,#Rows "cc System Manufacturer: Zone 2:—" oc @ Lap,#Rows 9 "oc " Zone 3:_.._."oc @ Lap,#Rows—@ Product Approval No.: Number of Fasteners Per Insulation Board: Design Wind Pressures,From RAS 128 Or Calculations: Zone 1': Zone 1: Zone 2: Zone 3: Zone 1':_Zone 1: Zone 2: Zone 3: Illustrate Components Noted and Details as Applicable: Max. Design Pressure,from the specific product approval Woodblocking, Gutter, Edge Termination, Stripping, system: Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing,Coping,Etc.. Deck: Indicate: Mean Roof Height, Parapet Height, Height of Base Type: Flashing,Component Material,Material'Thickness,Fastener Type,Fastener Spacing or Submit Manufacturers Details that Gauge Thickness: Comply with RAS 111 and Chapter 16.. Slope: Anchor/Base Sheet&No.df Ply(s): Anchor/Base Sheet Fastener/BondiMMaterial: FT. Insulation Base Layer: --- Base Insultation Size and Thickness Parapet Base Insulation Fastener/Bonding Height Top Insulation Layer: Top Insulation Size and Thickn s. FT. Top Insulation Fastener/Bonding Material: Mean Base Sheet(s)&No.of Ply(s): Roof Base Sheet Fastener/Bonding Material: Height Ply Sheet(s)'&No.of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding Material: Ta LUCK w':K.,.x .. .. .. rSectionE.(T(I�Caicuiatl®ns)'-� For Moment based the systems,choose either Method 1 or 2.Compare the values for Mr with the valuesfrom Mr.If the Mf 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 Basedl+le Calculations Per RAS 12T (Zone 1: 5tt x0:Io1 s 1,11(o i— �m {D, Product Approval M� 99,1 (Zone Ze: g 0 901 m t7,1(p — ; =M010 q Product Approval Mt n (Zone 2n: 8 1 �`(y p,� .1b m(�,�20. Product Approval M- 3 (Zone 2h IL 261 M ULI •.WV: , c(im,7-4-4 Product Approval Mf 01Approval (Zone 3e: :°�! ��,0,3 =�"Me-L-7 M6 , ( a x A0 30l �53 ., , ?& , Product PP royal M Zone 3r: — �..� Product Approval Mo p 2 Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr)From Table Below._._._.,Product Approval M- Mr required Moment Resistance* Mean Roof Height Roof Slope 1s, 20' 25' 30, i 40' 2:12 34.4 36.S 38.2 39.7 _ 42,2 3,12 f 32.2 34.4 36,0 37A 39.8 J 4:12 i_. 30A 32.2 _ 33.8 35.1 � 37.3 j 5:12 28A 30.1 31.6 , 32.8 _ } 34,9 u 6:12 26.4 l 28.0 29.4 30.5 _� 32A i 7:12 24.4 1 25.9 27,1 28.2 30.0 'Mtrst be used in conjunction with a list of moment based tile systems rr For Uplift based the systems use Method 3.Compare the values for F'with the values for Fe If the F'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"Uplift Based Tile Calculations Per RAS 12T (Zone 1: x L=x W:= )-Ws cos r =Frame_ Product Approval F' (Zone 2e: x L =n W:=_�W, cos r =Frye Product Approval F (Zone 2n: x L =x W.= 1-W: cos r =Fa„ Product Approval F' (Zone 2r. x L =x W:=__.,_]-W: cos r =Frxr Product Approval F' (Zone Be: x L =x W;--_oJ-W: cos r =Fr3a Product Approval F' (Zone 3r: x L_==x W.=_,,,. j-W: cos r =Fr3r Product Approval F' Whereto Obtain information Description Symbol Where to find ��J Design Pressure Zones 1,2e,2n,2r,3e,3r From applicable table In RAS 127 or by an engineering analysis prepared by PE based on ASCE 7 _ f Mean Roof Height N Job Site I Roof Slope a Job site } Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity Ma Product Approval Attachment Resistance Mf ProductApprovai Required Moment Resistance ME Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Welght _ �~ W Product Approval Tile Dimensions �� L=length W=width Product Approval All calculations must be submitted to the building official at the time of permit application.