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HomeMy WebLinkAboutRoofing Info Sheets f'J UCILL - � ST. LUCIE ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET Florida Building Code 7th Edition (2020) RECEIVED Based on Section 1525 of the Florida Building Code-Building INSTRUCTION PAGE OCT 2 6 2021 3t. Cotxxy COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: REVIEWED FOR WE Required Sections of Attachments Required NTY Roof System the Permit Application See List Below,C Form Low Slope Application A, B,C 1,2,3,4,5,6,7 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 1,2,3,4,5,6,7FILE COPY Metal Roofs A, B, D 1,43,4,5,6.7 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 RooflnfoFeb21 Rev Feb 18,2021 ST. LUCIE Section A (General Information) Master Permit No. Process No. Contractors Name: 'C G IF/ /'1j6— License# sass M L) �rN G �' �.2(' Job Address � � -, ROOF CATEGORY ❑Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles _,k(sphaltic Shingles ❑Metal Panel/Shingles ❑Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE_ 4jrNew roof ❑ Repair ❑ Maintenance Reroofing ❑Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 71 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. I I I i f j k i i f ST. L' UCIE 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 @ 1600 System Manufacturer: Zone 2• "oc @ Lap,#Rows @ °oc Zone 3• " oc @ Lap,#Rows—@ °oc 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 Gauge Thickness: Type,Fastener Spacing or Submit Manufacturers Details that Ilomply 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 Material: Height Top Insulation Layer: Top Insulation Size and Thickness: 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: s ST. LUCIE WORKS Section D (Steep Slope Roof System) Roof System Manufacturer: 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 Undedaymenir 2! - Ur G i I (' Roof Slope: 1' 12 Insulation: Fire Barrier: Ridge Ventilation? Fastener Type&Spacing: Q q.�aa Adhesive Type: Type Cap Sheet: D l b Mean Roof Height: j�� Roof Covering: `0 Type&Size Drip Edge: L-"6' ST. LUCIE WOHK` 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 Mr values,for each area of the roof,then the tile attachment method is acceptable. Method 1'Moment Based Tile Calculations Per RAS 12T (Zone 1: x _ _Mg. =Md Product Approval M, (Zone 2e: x _ _�-Mg: =M12. Product Approval Mf (Zone 2n: x)L = --- )--Mg: =Ma,, Product Approval Mf (Zone 2r: x X _ _)-Mg: =M,& Product Approval Mf (Zone 3e: x), _ _)--Mg: =Mft Product Approval Mf (Zone 3r: x)L _ Mg: =M& Product Approval Mf Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr)From Table Below Product Approval Mom, Mr required Moment Resistance* Mean Roof Height Roof Slope 15, 20' 25' 30' 40' 2:12 34.4 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 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 30.0 *Must be used in conjunction with a list of moment based tile systems • For Uplift based tile systems use Method 3.Compare the values for F'with the values for Fr If the F'values are greater than or equal to the Fr values,for each area of the roof,then the the attachment method is acceptable. 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:= )-W: cos r =Fr2e Product Approval F' (Zone 2n: x L =x W:= )-W: cos r =Fr2n Product Approval F' (Zone 2r: x L =x W:= )-W: cos r =Fr2r Product Approval F' (Zone 3e: x L =x W:= )-W: cos r =Fr3e Product Approval F' (Zone 3r: x L =x W:= )-W: cos r =Fr3r Product Approval F' Where to Obtain Information Description Symbol Where to find 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 Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight 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. Roof Report C) roofr facets 5585 Mustang Cir, Port St. Lucie, FL 34987, USA Predominant Pitch 4/12 i , Prepared by© rc ofr Diagram 5585 Mustang Cir, Port St. Lucie, FL 34987, USA r i i Prepared by© roar Length Measurement Report 5585 Mustang Cir, Port St. Lucie, FL 34987, USA Eaves 165ft 6in Valleys 58ft 6in Hips 9ft Tin Ridges 113ft 8in Rakes 130ft 2in ... Wall Flashing 19ft 4in Ron Step Flashing 35ft 8in Transitions 23ft 1 in Unspecified 167ft 11 in 18 17 i 48 0 N �9 N 00 '---i I i 61 �! i 0 12 I �_ 12 29 I 21 17 17 Note:The above diagram contains measurements that have been rounded up.6 and 9 are written •6 and •9 to avoid confusion. Prepared by© roofr Area Measurement Report 5585 Mustang Cir, Port St. Lucie, FL 34987, USA Total Low Pitch: 0 sgft Predominant Pitch: (4/12) Total Two Story: 0 sgft Predominant Pitch Area: 4,016 sgft Total Two Layer: 0 sgft Total Area: 4,375 sqft i 274 I } 1,568 { 1,008 881 I I I 359 287 ! Note:The above diagram contains measurements rounded to the nearest whole number.The total at the top of the page is the Prepared by© roar Pitch & Direction Measurement Report- 5585 Mustang Cir, Port St. Lucie, FL 34987, USA I 4 ' 4 4 f 4 � I I 1 2 / 4 Note: Flashings are depicted as dotted lines. Deleted facets do not have a pitch and therefore are not labeled. Prepared by© 1odr All Structures Summary- 5585 Mustang Cir, Port St. Lucie, FL 34987, USA Measurements Total Roof Area 4,375 sqft I Total Roof Facets 6 facets Predominant Pitch 4/12 Total Eaves 165ft 7in --' Total Valleys 58ft 7in Total Hips 9ft 7in i Total Ridges 113ft 9in Total Rakes 1301"L 31:n Total Wall Flashing 19ft 5in Total Step Flashing 35ft 8in Total Transition 23ft 2in Total Unspecified 168ft Hips + Ridges 123ft 3in Eaves + Rakes 295ft 9in Pitch 2112 4112 Area (sqft) 359 4,016 Squares 3.6 40.2 Waste % 0% 10% 12% 15% 17% 20% 22% Area (sqft)) 4,375 4,813 4,901 5,032 5,119 5,250 5,338 Squares 43.8 48.2 49.1 50.4 51.2 52.5 53.4 We've calculated the waste percentages you might expect for this job.A number of factors are involved in determining which