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Home My WebLink AboutRoofing Info Sheets ZL I ....,L'1- " ^a h� £6 �'ry 9 Iy%aka. LL1l y^ iJ� i¢�. 4 -`'P p9[++ (*=h ri F`'i.- '4 IS' 154)0 �'1. b - ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET Florida Building Code 7th Edition (2020) Based on Section 1525 of the Florida Building Code-Building INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Required Sections of Attachments Required Roof System the Permit Application See List Below Form Low Slope Application A,B,C 1;2,34,5,6,7 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 Metal Roofs A,B,D Wood Shingles and A,B,D 1,2,4,5,6,7 Shakes Other As Applicable 1j2,3,4,5,6,7 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 RooflnfoFeb21 Rev Feb 18,2021 REVIEWED FOR Section A (General Information) C LD COMP MNC Master Permit No. ProcesTNo'_ C1 COUNTY Contractors Name: y�� 1 { ®4ers, License# C c-c ( 3Z 1210 `�/�\Job Address� � �" ` eVr PSL P 6_� ROOF CATEGORY co IL; ❑Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles ❑Asphaltic Shingles ❑Metal Panel S ing es Mood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE. ❑ New roof ❑ Repair ❑ Maintenance li� Reroofing ❑Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) � Total(SF) 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. File COP) ,s �o LUCIE R N .C+" N 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 G 000 ' (If a component is not used,identify as"NA") Zone 1:_.._."oc @ Lap,#Rows ® W oc " System Manufacturer: Zone 2:—"oc @ Lap,#R s @ moo Product Approval No.: Zone 3:_..."oc @ Lap,# owls_G "ao " Number of Fasteners er Insulation Board: Design Wind PressuretFromS 128 Or Calculations: Zone 1': Zo a 1: Zone 2: Zone 3: Zone 1':_Zone 1: Zone 2: Zone 3: Illustrate Co onents Noted,and Details as Applicable: Max. Design Pressure,from the specs product approval Woodbloc ng, Gutter, Edge Termination, Stripping, system: Flashing Continuous Cleat, Cant Strip, Base Flashing, Count rflashing,Coping,Etc., Deck: Inds te: Mean Roof Height, Parapet Height, Height of Base Type: FI shing,Component Material,Material'Thickness,Fastener Gauge Thickness: ype,Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16.. Slope: Anchor/Base Sheet&No.df Ply(s): Anchor/Base Sheet Fastener/Bonding Material: FT. Insulation Base Layer: — Base Insultation Size and Thickness: Parapet Base Insulation Fastener/Bonding Materia Height Top Insulation Layer: Top Insulation Size and Thickness: FT. Top Insulation Fastener/Bondi 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: LUCIE WORK-53 REW 0 R CODE (w 9ANCE -�PECOUNTY ST. LUCI� Section D(Steep Slope Roof System) BOCC Roof System Manufacturer: /' 0 co-, \ Notice of Acceptance Number: F1 P,q r P- ) 3 Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): Zone 1:-Zone 2e: Zone 2n: one 2r: one 3e-.-Zone 3r: Deck Type- Type Underlaonent Peet �2 Iftuliffon: Fire BarNiar: Ridge VeirAo"04jon? Fastener Type&Spacing: Adhesiveryps. F Type Cap Sheet Mean'Rdaf Height: Roof Covering:. [L:L Type a Size Drip X- ge: File Copy REV1 ,1L9 FOR N.j ' 5ectlon E(T!e Calculattons) ��® L� COUNTY Fo =_.r4� rl r Moment based the systems;choose either Method 1 or 2.Compare the values,forMrvritfithe valI ues from Mr..lf the Mrvalues are greater than or equal fdtihe Mwalues;for each area of the roof,then the`We.attachment'method is atceptable: Method 1''Moment Based Tile Calculations Per RA512T oo (Zanei � x0:3oi MJrt )0, ProduetApproval M; (Zoneze: 7 Maolb; P.roduct Approval IVl ,(Zone 2n x A 0 3�1 ti7;3 ..(y G?b:_ 2.0-G Product Approval Me 3:$• . (Zone 2r -2L- ,x 0.30f s2��3 -" ,fit:c{ 'Zo.G Product Approval Mt �8,� (Zone 3e •`q L x 6"OL 1 = ''I� . .G... 0.4'. 3$ � c 3 M9 Moo' Product Approval M ..(Zone 3r Zo x>to:3of =3 _ .6,?,t 3`t Product.A 3 pproval Mr ;Method V Sirn'ol'tfied Tile Calculations PerTable'Below" Required MdMdht.of Resistance(K)From Table Below Product Approval Mi - Mr required Moment Resistance• Mean;Roof.Height Roof Slok is, 20' 25' 30' 40' 2:12 UA 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36,0 37:4 39.8 4:12 30:4 , . 32.2 33.8 35.1 ._37.3 5:12 28.4 30.1 '31.6 I _ 32.8 34.9 6:12 26.4 28.0 '29.4 30.5 32.4 7:12 „ -; •. ,:24.4 25.9 27.1 28.2 'Must be used In'conjunction with a list of moment based.tile systems For Uplift bas id.tile systems use Method 3;,C6mpare the values for f'vjith the values for 0r41 lu er than or equal to the Fr values,for each area of the roof,then the file attachment method is acceptabi `y"' Method 3"Uplift Based Tile Calculations Per RAS 12T .(Zone 1: x L =x W:= )-W: cos r =Fri Product Approval F'. (Zone 2e: .._ x L x.W 1-W,: cos r =Fru Product Approval.F° .. tos r =Fr2n Product Approval.F' (Zone 2r,. x L. =x W;* j-W:'L cos r =Fru. Product Approval F' (Zone 36: x L =x W:= )-W: cos r =Fr3e ProductApproval F' (Zone 3r: x L =x 1N:=�) Wh cos r 20nr Product Approval V. Whereto Obtain Information —� .Description Symbol Where to.find From applicable table jn RAS 127 or hyan engineering analysis pesign Pressure Zones 1,2e,2n,2r,3e,3r prepared by PE based on ASCE 7 1 Mean Roof Height H. Job'Site Roof Slope A Job Site I Aerodynamic Multiplier a product Approval. t Restoring Moment due to Gravity . M, Product Approval Attachment.Resistance' Mt Product Approval I Required Moment Resistance M6•_ Calculated . Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight'. W Product Approval. Tile Dimensioris L length':.W=width Product Approval All calculations must be submitted to the buildingoffkla'I at tti'e time of permit application: