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HomeMy WebLinkAboutRevisions/ roof 11 OFFICE USE ONLY: DATE FILED: "y• I `d� PERMIT# 9Q 0 / REVISION FEE: RECEIPT# i PLANNING & DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE j FORT PIERCE,FL 34982.5652 (772)462-1553 WErVE9 APPLICATION FOR BUILDING PERMIT REVISIONS APR - 1 2021 PROJECT INFORMATION PermittijIg Dtparlment St. Lucy Coutyty LOCATION/SITE ADDRESS: l 0 5.2, 7 0 '�`J .y j do,e- C-�- DETAILED DESCRIPTION OF PROJECT REVISIONS: o v#© o -pya 1 l 5'TM �.,22 T r° 3 D 1 `V A k�- fle h! Q CONTRACTOR INFORMATION:STATE of FL REG./CERT. c c r 13,2 s l 2 %ST. LUCIE CO CERT. #: BUSINESS NAME: 1411 QUALIFIERS NAME: t,t, C ADDRESS: 7675 A/V1 7b 5 f CITY: S'�yep, ,,. ey��k STATE: L ZIP: 3 07? PHONE(DAYTIME): 42!3-j FAX: -- OWNER/BUILDER INFORMATION: 4 NAME: MARC-EL 'bYa.G O ml P� ADDRESS: CITY: STATE: - ZIP: 3 2 � PHONE (D TIME: FAX: ARCHITECT/ENGMEER INFORMATION: NAME: F FA P1 ADDRESS: 0Sup CITY: <C8 4_5 ,m N STATE: ZIP: 3 9 S PHONE (DAYTIME): 2 Z FAX: l' SLCCC: 9123109 C 0TIV f Revised 06130/17 � �� - IM100IntegriLok 26 gauge (min) 16" wide nail strip panel over 15/32" plywood Florida Product Approval Number 28113.1 T y. Comphancestatement This p�od,uct as described has demonstrated compliance,,,,--,with , z Flond'a.Building Code 2020, Section 1504.3.2, as required by Rule '01 G2 3, method 1 D INt Manufactu�ef: ntegrity Metals, LLC 1 2640 Piper Dr, Ste. B, Vero Beach,SFL F t. 329601772-584-2654 1 www.intregritymetalsfl com s Productfi lntegr Lok-IM1001s'a nailstrip panel with a 16"maxirnurn pane! ' r , f :width;and nominai-nb height of 1. x '1 {r Matenal This product is manufactured from 26ga or thicker steel with yre(d F. strength of at least 50ksij,. r corrosion resistance per �. _1507.4.3. s r f Y 12 > ht f x 3 Fastener. #10-x 1 low-profile style fastener compliant with FBC 1506 6 Larger diameter and longer length,fasteners'are acceptable r Stainless steel fastener's may be used ' f SubstratelDeck: Minimum 15/32"thick plywood y Y 4Underla :meet: Comply with.-FBC '15071`;1 whereyapplicable. Y Slope 3 Comply with FBC 1507 42 where applicable. r Technical Documentation This product has been tested to theyUL 580-06 standard by : Intertek tTestrng (TST-1527), report 17726.05-450 44 RO "this test report,rs used with permission Thys product has also been tested to UL 580-06 arid UL 1'897 15 w- by n!Mek °report K4846.01-450-44 R0. _ Max.Allowable Loads & Method A: 78.5psf I Install fasteners every other hole (±10' o.c.). lnstaltation Requirem.-ents:mMethod BV'108 5.psf 1.Use self adheFmg underlayment anef install s fasteners to a;r.� every hole (+5 o c) t c -=3.'r "t y. Factor of Safety o2.0 applied to talc to Ilowable loads . ;: =§ 33�" 0 Evaluated By: David Eng, PE J � �� Ge \111 t i 11111/r, Timberlake Cove, LL �� ���� D E. �, s ille FL 32607 � ..... . 3324 W Univ. �i QpJ ENS G PE"Lic. �i®®� /+,� GO US �Xm ®c 81377 www.timb' a ecove.com it �� 4�k i►' _ �1v �Q.• STATE OF ' G �` www.IntearityMetaisFi.com Page 1 �'%70NAL�0�\"\ 1. INTEGRITY 2604 Piper St Ste B METALS Vero Beach FL 32609 METAL ROOFING MADE HERE (772) 584-2654 Panel Accessories: The manufacturer does not require the use of closures, sealants, butyl, or oth er similar accessories between bottom edge of panel and drip edge, or in other locations. The use of closures and sealants may be advisable in some cases, however that decision is the discretion of the project owner and the installer. Cert�frcation of Independence -David Eng, PE and Timberlake Cove, LLC do not have, nor ;will acquire a financial interest in any company { rt manufacturing or distributing products under this evaluation s t The same entities do not have, nor will acquire, a fmariciaf� i 1; :interest in any other entity involved in the approvalprocess I of the product. Exclusions& Limitations Design of deck,and roof structure (to include.attachment of 2 plywood or wood plank)shall be completed by others Fire. classification and shear diaphragm design are outside the, y 1d I scope of this evaluation. 4 s f This report is limited to compliance with structural wind-load requirements of FBC 1504 3 2, as required 6y Rule 61 G20 f 3. Neither Timberlake'Cnve nor the manufacturer shall be'; responsible for any conclusions; rnterpretafions, or designs made by others based', n this evaluation report Thais report _ is limited solely to docurnenfing compliance with Rule 61 G20 3, antl makes no ex ress ore Iled;warrant regarding performance of#his product' Design Process: The load tables rn this report provides one prescriptive t ;option for,}the fastening requirement for the applicable wrn'd loads for roofs within the parameters described For roofs: `outside ofthe listed parai7teters, design wind loads shall tie determined as regwred by FBC 1609, ASCE'7, or other 7 desrgn code in force, using allowable stress;=These load `}tables are based on ASCE 7-16. Use of these tables assumes That the structure is: Enclosed and conforms to wind-borne debris provisions and is a regular shaped building ■ Isnot subject to across wind loading, vortex shedding, or mstabi[i#y nor does it have aEsit6�ovation for which k channeling or buffeting warrant considerafion E x Engineenngsanalysis=may be completed b ipothec Ireensed T. engineers for project specific approval by^local authorities having jurisdiction. FL28113.1 www.IntearityMetaisFi.com Page 2 INTEGRITY 2604 Piper St Ste B METALS Vero Beach FL 3260.9 MEA1 ROOFING MADE HIRE (772) 584-2654 —a Design Load Tables: 2 2 31 Select the appropriate load table that applies to the 2: structure in question. 1 2 Determine the design wind speed for the project X2 J 112 1 2 2 -13 location. 2 1 -3 a 2 2 Use the atta6h-fnent rr atedfor that method 2 n ith.in 66spqqd-, each roof.zone. 2 NOTE 2 -6 opt 7- 3 a k2k` E--i-16 and F&C1020 d a zone a 2 6 load tabiiiisJ6ei6v�-j4h,6:worst case 4,concept F6r'th —JaL HIPROOF GABLEROOF. -was,,taken-,,-for'e'ach zone'and reported using the zones 1-2-3: "LLE1 to%OF LEAST HOWNTAL DMAEKSION OR tat,WHICHEVERtCHEVER-5S Blft NOT: LESS TRM EITHER 4%OF LEAST KoRIZONTALDWENSION DR3FT Zone1A 61bdiis zones I OR AS DETERMINED By DESIGN OR OTHER AMICABLE CODE ,:.in Zone -i,includes zones 2e 2r, and 2n ROOF ZONES FOR GENERIC BOIL N.- Zone. 3'includes zones 36arid.3r Combining !gnlefficiency b-ijrf0jh&e zones creates a clear, simple sch eme, at expense of some-,des' .C-6h6ct the a licensed design professional acturer.for further information,or consult;, - . v Method x,(1)#10 (min)fastener,6.eery other hole (±l()'.'..o Method- 410,kl?'.(min)fastener,every hole U -der ment -self-�adhdrlh9n It `NR�, Cdh�u t a design rofessional:to assess the W3 p9p6sed-installa ion Use this load-table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are located in Exposure B area Are located in B,C,or D exposure area Have either a flat roof,or gable/hip roof with max slope of 45' Have either a flat roof,or gable/hip roof with max slope of 45o Have a mean roof height of 30 feet or less Have a mean roof height of 30 feet or less 171-28813.1. 269a IM100 11" nail strip on 15132" Plywood FL28813.1: 26na IM100 I" nail strip on 15/32" elywood Wind 120 130 140 150 160 170 180 190 200 Wind 120 130 140 150 160 170 180 190 2001 Zone 1: A A A A A A A, A B Zone 1: A A- - A A Iii: Zone 2: A A A A A Zone 2: A 7� Zone 3: A A A A N i P1 Sz Zone 3:'EJ 1 Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are located in Exposure B area Are located in B,C,or D exposure area Have either a flat roof less than 7',hip roof with Have either a flat roof less than 7*,hip roof with max slope of 45o,or gable roof with slope between 20o and 45' max slope of 45*,or gable roof with slope between 201 and 45* Have a mean roof height of 30 feet or less Have a mean roof height of 30 feet or less 171-28813.1: 26ga MOO I" nail striI2 on 15132" 12lywood F1-28813j: 26ga IM1001" nail strij?on 15132" Plywood Wind 120 130 140 150 160 170 180 190 200 Wind 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A A Zone 1: A A A A A Zone 2: A A A A A A Zone 2: A A8 . ..... m Zone 3: A A A A Zone 3: . A Es FL28113.1 www.IntegrityMetalsFI.com Page 3 :b of T. LUCIE WORKS k. 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 1,2x3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 2,4,%6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3A,5,6,7 Metal Roofs A,B,D Wood Shingles and A,B,D Shakes Other As Applicable 1,2,3,4,5.6,7 ATTACHMENTS REQUIRED As Applicabr :. 1. Fire Directory Listing PageVia 2. From Product Approval: p 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 ,7ST. LUCI:E WORK Section.A (General Information). Master Permit No. Q �-^ �33 ,�. Process No. Contractors Name: C& 400 A� License# C(f C Job Address L1-a lk k y`''©l ey et ROOF CATEGORY ❑Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles ❑Asphaltic Shingles ><Metal Panel/Shingles ❑Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE_ XNew roof ❑ Repair ❑ Maintenance ❑ Reroofing ❑Recovering -ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) 8 o o 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. r i ST. LUCIE WORKS Section C(Low Slope Roof) Surfacing: Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Bas Sheet Attachment: manufacturer Zone 1':—"oc @ Lap,# ws @ °o (If a component is not used,identify as"NA") Zone 1:—"oc @ Lap,# ows moo System Manufacturer: Zone 2:_.._."oc @ Lap #Rows @ °0 Zone 3:—"oc @ L ,#Rows @ 00 Product Approval No.: Number of Fasten rs Per Insulation Board: Design Wind Pressures,From RAS 128 Or Calculations: Zone'1': one 1: Zone 2: Zone 3: Zone 1': Zone 1: Zone 2: Zone 3: Illustrate C mponents Noted and Details as Applicable: Max. Design Pressure, from the specific product approval Woodblo king, Gutter, Edge Termination, Stripping, system: Flashin , Continuous Cleat, Cant Strip, Base Flashing, Coun rflashing,Coping,Etc... Deck: Indi ate: Mean Roof Height, Parapet Height, Height of Base Type: FI shing,Component Material, Material'Thickness, Fastener pe,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/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 materi Mean Base Sheet(s)&No.of Ply(s): Roof Base Sheet Fastener/Bonding Ma rial: Height Ply Sheet(s)'&No.of Pl/gM Ply Sheet Fastener/Bondterial: Top Ply: Top Ply Fastener/B ding Material: ST. LUCIE WORKS Section D (Steep Slope Roof System) Roof System Manufacturer: T-f% �'\ri Notice of Acceptance Number: FL Z�113 • l 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: o-V '1 Type Undedayment S 7'-/-A A Roof Slope: -- 2 Insulation: Fire Barrier: Ridge Ventilation? Fastener Type&Spacing: Adhesive Type: Type Cap Sheet it .3 I A A Mean Rdof'Height: S�� Roof Covering: 0LWo �a� t I6 wft j e u om JL Type&Size Drip Edge: .r WORKS 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 (Zone 1 : x.) _ _�:-»Mg =M� Product Approval Mi (Zone 2e: x _ Mg: =Mf, Product Approval Mf (Zone 2n: ' x = _�-Mg: =M,2,, Product Approval Mf (Zone 2r. x;L _ -)-Mg=. =M& Product Approval Mf (Zone 3e: ' x)L _ Mg: =M, Product Approval Mf (Zone 3r: x k = --�-W =M Product Approval Mf - Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr) From Table Below Product Approval Mf Mr required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.1 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 the 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 From applicable table in RAS 127 or by an engineering analysis Design Pressure Zones 1,2e,2n,2r,3e,3r prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 6 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.