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HomeMy WebLinkAboutAPPROVED, Roof Forms:_:-=\--:I-i:---:=S1u-_ SHa ELEL#®iE 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: Roof System Required Sections of Attachments Required the Permit ApplicationForm See List Below Low Slope Application A, a, C 1,2,3,4,5,6.7 . Prescriptive BUR-RAS 150 A, a, C 2,4,5'6'7 Asphaltic Shingles A' a, D • 12,4,5,6.7 Concrete or Clay Tile A, a, D, E 1,2,3,4,5,6,7 Metal Roofs A, 8, D 1,2.3,4,§,6',7. Wood Shingles andShakes A, a, D 1,2,4,5,6.7 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 RooflnfoFeb21 Rev Feb 18, 2021 SHE ELELj©BE Master Permit No. Section A (General Information) Process No. ROOF CATEGORY = ;::hsa' : :ces h i ng I es E%:::,a::Cna: :}sFh: :tg: ::d T" e I Prescriptive BUR-RAS 150 ROoF ROOF TYPE. I New roof I Repair I Maintenance I Mortar/Adhesive Set Tiles ENood Shingles/Shakes Eferoofing E Recovering Low slope Roof Area (sF) A4 st;:::I:::i:¥oMof'X:e°aR(¥F?"°/N 9©C) Total (sF) j±eo Section 8 (Rcaf Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearty identify dimensions of elevated pressure zones and location of parapets. /P t ` `1 \'a ' I 4 „ G.Z SFTE ELRE®§E - Section C (Low Slope Roof) Fill in specific roof assembly components and identify manufacturer (lf a component is not used, identify as "NA") System Manufacturer: Product Approval No.: Design Wind Pressures, From RAS 128 0r Calculations: Zone l': Zone 1: Zone 2: _Zone 3: Max. Design Pressure, from the specific product approval Gauge Thickness: Anchor/Base Sheet & No. df Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base lnsultation Size and Thickness: Base Insulation Fastener/Bonding Materia Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bondin Material: Base Sheet(s) & No. of Ply Base Sheet Fastener/B ding Material: Ply Sheet(s)' & No. of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply Fastener/Bonding Material: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1':_" oc @ Lap, # Rows_ @ _" oc . Zone lL_" oc @ Lap, # Rows _ @ _" oc . Zone 2:_" oc @ Lap, # Row Zone 3L_" oc @ Lap, # Number of Fasteners Zone 1':_Zo Illustrate Co Woodbloc Flashin8 © ___n oc s_ © _" Oc Insulation Board: 1: Zone 2: Zone 3: onents Noted and Details as Applicable: 9, Gutter, Edge Termination, Stripping, Continuous Cleat, Cant Strip, Base Flashing, rflashing, Coping, Etc., }: Mean Roof Height, Parapet Height, Height of Base shing, Component Material, Material' Thickness, Fastener ype, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. ` FT. FT. ParapetHeight MeanRoofHeight §Hn ELELj®iE - Se:::N:EYmsitM::::::::::_;ha|4l/,.auce_ Rcaf System Manufacturer: NotjceofAcceptanceNumber; FT t3 SZ3.07. ft, MinimumDesj¥o::n[diferoens:I:e|ife:en(eFr2°nTi#:::r2:#°onns::3e:rfune3r:/?6 F3cof Slope:i:12 Deckllype:`.P(,woo Je Type Underlayment Insulation: Fire Barrier: MeanRoof.Height: . /P Fastener Th/pe a Spacing : Adhesive rtype: type Cap Sheet: Roof Cfovering: . / 4 ,,04c Type & Size Drip Edge: :::-,'_-': Section E (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 greater than or equal to the Mrvalues, for each area of the roof, then the tile attachment method is acceptable. Method 1 'Moment Based Tile Calculations Per RAS 12T (Zonel: _xfu_= --Mg:_=Mri_ ProductApprovalM (Zone2e: i_x^_= --Mg:_=M®_ ProductApprovalM (Zone2n: _xh_= --Mg:_=Mfa_ ProductApprovalMf (Zone2r: _X^_= --Mg:_=M©_ ProductApprovalMf (Zone3e: ;_X^_= --Mg =Mde_ ProductApproval Mf (Zone3r: i_X*_= I-Mg:_=Mrfu_ ProductApprovalM Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf