HomeMy WebLinkAboutProject Information ST1UCIE COUNTY ROOFING PERMIT INFORMATION SHEET
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Florida,BuildingCode 7th"Edition '(2020)
Based_on Seftion"S's of the=Florida Building Code-Bullding.
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INSTRUCTION VAGE
COMPLETE THE NECESSARY'SECTIONS OF THE UNIFORM ROOFING SHEET
APPLICATION f ORM.AND ATTACH THE'REQUIRED DQCUIVIENTS AS NOTED
BELOW:
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Required Sections. of Attachments Required,
Roof System the Permit.Application See List Below
Low Mo,pe'Application A,B,C 1,2,3,4;b i3,7.;
Prescriptive BUR=RAS 150, § A,B,C 2;4,5;6,7
Asphaltic shingles A,B,D 1,2;4,5,8,7
Concrete 6r.'Clay Tile-� $ A,B,D,E ^y� :1129,45,$,7,
Metal Roofs At B,D
Wood Shingles and z - A,:e,D I 1,%4;5;6,7
Shakes I
Other As Applicable 1,23,45,6,7
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ATTACHMENTS REQUIRED As Applicable):
I.; Fire Directory Listing'Page
2. From Product Approval:
Front_Page
Specific System Description
specific:System Limitations
General Limitations
_ Applicable.Deteil Drawings,
3. Pdmgh'Calculati6ns per Chapter 15;'or if applicable,RAS127 or RAS 12$
4'.. Other component of Product Approval
5: Municipal Permit Application _
6. Owners Notificati6h foe Roofing Considerations'(Reroofing Only)
7 Any Required Roof Testing/Calculation Documentation
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.Form 116oflnfoF621 .Rev Feb 18,4.021; I
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SectionA(General Information)
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Master Permit No: Process�No
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Contractors Name: V iC�; RICO License#C,.CC 11V(O6
Job Address h0S % Lt u\ 'kV,Q
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ROOF CATEGORY
❑Low Slope d Mechanically Fastened Tile O-Mortar/Adhesive Set Tiles
I]AsphalticShingles Metal Panel/Shingles bWood Shingii? Shakes
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Prescriptive BUR-RA5 150
AOOF.ROO.F TYPE:
0 New roof o Repair 0 Maintenance DBj Reroofing O Recovering
ROOF SYSTEM INFORMATION L:
Low Slope Roof Area(SF) Steep Slopgd Roof Area'(SF) Total'(SF) S�
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,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''identifydimensions of elevated oressu�e zones,and,location of parapets..
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LUCIE VOR ,
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Section CILow'Slope.:Roof) ; Surfacing:
Fill in specific:'roof assembly:components'and identify Fastener Spacing'for Anchor/Ba'sei Sheet Attachment:
manufacturer Zone'1':.4L'.oc'@ Lap,#-Rows_@ :itc 00
(If a 6rnponent'is not used,identif s"T
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Zoned_.._"oc;@ Lap,#Rows H60System Manufacturer.. t/Mg rJZone-2- `oc'@ Lap;:#Rows
c 2a- Zone 3• @ Lap,. — °;oc '
Product Approval No': L �1 —;
Number:of Fasteners Perinsulaiion Board:
Design Wind Pressures;From`RAS 128 Or Calculations: �..
r Zone 1. ,�&_Zon'e 1•- - Zone Z:_:Zone,3:_-
lone.1':_:Zone 1; Zone 2:. -.. Zone 3 1... Illustrate Components Noted'and Details as Applicable:
Max.-Design Pressure,from the specific prod uctpprovaI Woodblocking,' Gutter, Edge Termination, Stripping,
system:. . t :Flashing, Continuous, Cleat,: Cant Strip, Base Flashing,
Counterflashiiig,Coping,Etc.,
Deck: s Indicate: Mean Roof Height, Parapet Height,;Height of Base
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Type-,— ' Flashing,Component Matenal,.Material'Thickness,Fastener
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S/Q I Type,'Fastener5pacing-orSubmit'Manufacturers`Details'that
Gauge Thickness: jJ Comply Witli RAS 111 and Chapter 16.:
Slope:
Anchor%Ba4$heet&No.df Ply(s): I t
� } 'An Baschor/ Sheet stener/Bo ding Material FT.
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insulation Base Layer:
Base Insultation Size and Thickness: :S/ oQ1/ ? Parapet
Base1nsulat!on Fastener/Bonding Material: E Height
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T3 insulation Layer:
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T60 Insulation Size and.Thickness.. _ A/ FT. '
TopdnsulatjanT ener Banding Material
��Arl��t�/1�
i Mean .
Base.Sheef(s)&.No:of Ply(s): - Roof
Base-Sheet FastenerMonding Material: Height
,Ply Sheet(s)':&No.of Ply(s): F
Ply Sheet Fastener/Bonding Material:
Top Ply:
Top Ply Fastener/Bonding'Material;
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Section_0ISteep Slope Roof System)
Roof-Svstem Manufacturer: w •
Notice.of Acceptance Number:
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Minimum Design Wind'Press res;If Applicable(From RAS 137'or Calculations):
Zone 1FWone;2.e:Zone 3none 2r: one Sec Zone 3r: /S 6
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Deck'iYPe•` v0 _
Type Undedayt ent:_. .
Roof SbAe
Fire Bariier:
Ridge Ventilation? Fastener Type&Spacing: j 1 i'-' U'
Adheslve'`ype:
Type'Cap sheet
Mean Radmelght: 1-5•dar� Roof,Covering: SV
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Type&.Size Orip .
Edge,
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5ertion E(Tile•Calculations) s
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'For Moment based the systems,.choose-either Method-1 or 2-Compare the sluesfor-Mr with;the values from 1Vl If the:Mr.values
are'greaterthari'.or equal to the iVlwalues,for each area'of the roof,then the the attachment method''is acceptable.
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Method 1'McIment Based Tile Calculations Per RAS,12T
(Zone 1 ;x�,.. c M9;- - _Mo Product ApprovaM 11A'
(Zone2e: x _ _ Mg: =.M , Prodkt.Appeova(Mi
(Zone 2n•. x JL Mg: =M,aProduct Approval Mr-
:(Zone 2r 'x _ _a Mg M Product Approval Mr
Product Approval Mi
Vone'3r: xX M9. : - r. Product Approval'MF-
Method 2 tirnplified Tile Calculations Per Table Below"
RequitedUoment:of Resistance;(Mr)From Table 9elow- -- Product Approval Melt
W require)d Moment Resistance"
Mean Roof Height Roof Siope ,: 15', 20' 25' . 30' 40' -
2;12 34.4 )36.5 38.2 39.:7 42.2
312 3242 34:4 36.0 37,4 394
30.4 32.2 -33.8. 35:1 37.3
5.12 284 .. 30.1 -31.6 32's`8. .
6:12 26,4 I f 28 0 29 4 30:5 32.4
712rI 24A 4J 25:9� i _ 27.1 _ 28.2 30,0
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*Must be used'in conjuriction with a list of:moment based file systems
For Uplift based the systems use Method 3.Compare the Values for�F'.vrith the values'for Pr,1f:th6 F'values'are greater than of
equafici the F,:values,,far each.area:ofthe roof;then the'.tile4ai tachment-method is acceptable:
Method 3 Toliff Based TMle�Calculations Per RAS 12T'
(Zone'1 x'L =x,W:= }=W; i 1cos r =F�i ProductApprovaI F'.
(Zone 2e: x"L . . . x.W ) W: [05 r =Frze Product Approval F'.
`(Zone 2n: x L x W; ) W cos r =Frm Product Approval F'
(Zone 2r: :x.L- x W.= . : ) W . . i cos rr F Product.Approval'F'.
`(Zone3e: x L x W. ) W i :cos r =FraE Product Approval V
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l{Zone 3r: x L x UV' )'-W. + cost-.. "For- Product Approval F:
Whereto Obtain Information-
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Description �. 5ymiiol; Where to find
From applicable table:in'RAS 127 or b'y an
Design Pressure engineeringianalysis
tones 1i 20,2n,2r3e'air 6y PE basedon ASCE 7, prepared
i Iea"n Roof Height ;., "H ,s job-,Site
.Roof Slope- :8 € .. job:site-
Aerodynamic-Multiplier a Product Approval
Restoring Moment due to;Gravit i Ms a Prod Litt,
Attachment Resistance Mi g ProductApproval
Required MOment.Resistance Md ,€ Calculated
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Minimum Attachment Resistance F' .p Product Approval
Required Uplift Resstance F� . Calculated
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A4erage Tiie Weight W I Product Approval
( Tile Dimensions L=length W=width (Product Approval ^
A!h:alculations must be'subrnitted to?the building official at the time.of permit application. T
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