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HomeMy WebLinkAboutMisc Letters r� r C� L� Fete, C 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 1,2,3,4,5,6,7 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 1,2,3,4,5,6,7 Metal Roofs A,8,D 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 Y,. ,file C® �J3 o ± '. . .� - ----- �� n gq�WE FOR ST. LCE COUNTY Section A(General Information) 3 �� nnll C x B®CC l ftu Master Permit No. Zl V� `� S ` Process No. Contractors Name: ✓V °d�`t`�� -�� d A5 License# Job Address Z-33 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. ❑ New roof ❑ Repair ❑ Maintenance ®Reroofing ❑Recovering -ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) 7i��� Total(SF) Z�6 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 v A ( TM 4 f tlti 18,1091!,NI- All ek '�' ' r•± '� M1i' t�, I rt tit .,. ., � •. t. t a l .ty°fe f 'Y 1 k Y ) ye ,�9 '�}' r: • I Yea•r{3 1P, ft r� �.4 •1 :tX21. 4:r iiL t r�:J - � 8ft n r F u•i', REVOEWED FOR CODE COMPLOANCE ST. LUCRE COUNTY B®CC Section D(Steep Slope Roof System) Roof System Manufacturer: Ey�iem e-- Notice of Acceptance Number: Pr���ul'-. a�P���a� # 9L1702z-R& JPL/If6z--j9ll Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): Zone 1: Zone 2e: Zone 2n:25_.'�:Zone 2r:^Zone 3e:��one 3r: Deck Type: ` /'9 5 Z' e.D 1 cep©A Type Underlayment ®wC CdrAtk PS O-30 Roof Slope: : 12 Insulation: l Fire Barrier:'. Ridge Ventilation? Fastener Type&Spacing: (� r ��� n/0 Adhesive Type: 111LA YP Ca Type_ P Sheet: Mean Roof Height: ��� Roof Covering: lU M C'.'J L'rft/1 6-A, Type&Size Drip •, 3'� �I (V M Edge: ` 71122J2021 Florida Building Code Online �1'' t wA s` g $� BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats 8 Facts U.0 lions ontact Us BCIS Site Map Links Search II .f jI ti " IL i 4 p,e®dta Appeovall USER:Public User AE Product Approval Menu>Product or Application Search>Application List>Application DetailICOMPLIANCE �E �pEDFOR � �p�s FL# FL17022-RB CODE COMPLIANCE Application Type Revision STn ♦1 f CG COUNTY ,NTY Code Version 2020 �J Application Status Approved OBOC630/2,( Comments Archived Product Manufacturer Extreme Metal Fabricators,LLC Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 flvalidation@yahoo.com Authorized Signature Richard McKuhen fIva lidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 rchard@emfab.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the David Eng Evaluation Report Florida License PE-81377 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By James R Wally,PE Validation Checklist-Hardcopy Received Certificate of Independence FL1702-2 R8 COI 269a VMAX . wood.o�cf Referenced Standard and Year(of Standard) Standard Year TAS 100 1995 TAS 125 2003 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code https://www.floddabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv2aBOpHpQQe6rMZMIcUEoRp/o2bd°/a2buNxXG°/`2bnlRhGTtoBWMIaQp/o3d... 1/3 f 1 1/22/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/05/2020 Date Validated 10/12/2020 Date Pending FBC Approval 10/25/2020 Date Approved 12/15/2020 Date Revised 12/16/2020 Summarf of Products FL 'Model,Mumber or Name description 117022.1 —1 01: 26ga VMax on Plywood 26ga(min)VMax 5V panel with 24"coverage on 15/32"(min) j plywood or 3/4"(min)thick wood plank_ — i Limits of Use i Installation Instructions Approved for use in HVHZ:No FL17022 R8 II 26ga VMAX plywood.Ddf j Approved for use outside HVHZ:Yes Verified By: David Eng,PE 81377 { Impact Resistant:N/A Created by Independent Third Party:Yes } Design Pressure: +N/A/-228 f Evaluation Reports i Other:Refer to evaluation report. FL17022 R8 AE 26ga VMAX Qywood.Ddf i Created by Independent Third Party:Yes 17022.2 02. 032 Aluminum VMax on Plywood 1 Nominally 0.032"aluminum(or thicker)VMax 5V panel with I I i 21"coverage on 15/32"(min)plywood or 3/4"(min)thick 1 j wood plank. Limits of Use Installation Instructions I Approved for use in HVNZ:No FL17022 RE II 037 VMAX 21in plywood.Ddf Approved for use outside HVHZ:Yes • Verified By:David Eng,PE 81377 ! Impact Resistant:N/A ( Created by Independent Third Party:Yes Design Pressure:+N/A/-168.5 ti Evaluation Reports j Other:Refer to evaluation report. FL17022 R8 AE 032 VMAX 21in plywood.pdf Created by Independent Third Party:Yes ! 17022.3 03: 26ga VMax on Plywood^-- 3 26ga(min)VMax 5V panel with 24"coverage on 15/32"(min) plywood or 3/4"(min)thick wood plank.Option for fasteners in i i the flats and in the ribs. I Limits of Use Hnstallation Instructtions Approved for use in HVHZ:No FL17022 R8 II 26ga VMAX DJyrwood flats.odf { I Approved for use outside HVHZ:Yes Verified By: David Eng, PE 81377 Impact Resistant:N/A i Created by Independent Third Party:Yes 1 3 Design Pressure: +N/A/-114.25 j Evaluation Reports i Other:Refer to evaluation report, j FL17022 RB AE 26ga VMAX ood flatS.Ddf 1 Created by Independent Third Party: Yes 117022.4 t 04: 26ga CorMax on Plywood 26ga(min)CorMax corrugated panel with 29.5"coverage on l 15/32"(min)plywood or 3/4"(min)thick wood plank. Limits of Use ~� --�— ?Installation Instructions I Approved for use in HVHZ:Yes j FL17022 R8 II 26ga CorMax Plywood HVHZ.Ddf i Approved for use outside FIVER:Yes ( Verified By: David Eng,PE 81377 ? Impact Resistant:N/A (' Created by Independent Third Party:Yes t I Design Pressure:+N/A/-161 f Evaluation Reports Other: Refer to evaluation report. i FL17022 R8 AE 26ga CorMax Plywood HVHZ.Ddf i Created by Independent Third Party:Yes ' 17022.5 05: 26ga CorMax on Battens 126ga(min)CorMax corrugated panel with 29.5"coverage on 1 t 2x4(min)battens. I Limits of Use +Installation Instructions 1 i Approved for use in HVHZ:No i FL17022 R8 II 26ga CorMax Battens,p� j Approved for use outside HVHZ:Yes ; Verified By: David Eng,PE 81377 i I Impact Resistant:N/A j Created by Independent Third Party:Yes i Design Pressure: +N/A/-161 }Evaluation Reports i i Other:Refer to evaluation report. FL17022 R8 AE 26ga CorMax Battens.pdf j Created by Independent Third Party: Yes 0 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copydght 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.instead,contact the officeby phone or by traditional mail.If you have any questions,please rontact 850.487.1395.-Pursuant to section 455.275(1), https://www.floddabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bd°/`2buNxXG%2bniRhGTtoBWM1aQ%3d... 2/3 L � 1 1/22/2021 Florida Building Code Online Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: C.edit Card Safe OWN https://www.floridabuilding.org/pr/pi app otl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bd°/a2buNxXG°/a2bnlRhGTtoBWM1aQ%3d... 313 � Y • �t�.r� ��4 vI `• ,• 7 :�' A - - 1 !i �f • yi • " lob • • � , 1 /i ��„ �bEs A rr�w y ��0'4 m P �t rw ��4 �r !i��z+,��i^�� •1 1 1 1., • t , rwl "`al:'' , ti # 50.-Tktdl.s4r..° i,k• #'.{r•y-Y'�, d�. ,yJr a„c ' + ' M N r 'k, ✓ a .' .,.a �Y�;t �' t cex,�e�}W,°, a �'PA��°r�w` �a a.. .w'�u t �t�afyt,� c�G ° t Y '' s�� �`�+vs:. �,! •' •' } All Affir."I Mz �lc���f'SIQ� N rY) ;rG r G asY ;"r�k'a#n, I y , ; xyi` t4,C. 7. s}Y XV f�iy 1 s.{>Aw�� 11 7 •d ro sy '". 4x"`.,�. eY„ :A':a ' !'�.-y* # > ,#°4.; '#1" �S`., r� � "1 ��4-w'�Y q,4S� •.fit s 4 y �Y ategMl aie f. P ed copse of thrsy.; %WX , f c0n,.'° u. �, ' p,�r 'Y•' q° t ! p \{t.v iT4 '1 #tyes�V t ''. .. n °Cl 6wt w "I'mam n, f F�1 4j3y��` c i �k.' its � d t 'k kif0�lTiC6��ES� �.+ g"pf. ����� �„� rly".t�+S�', ��r``,�� �.� Jt�"�"° ,t� �i` �Iy �¢'�,` �•�w ��� ' k &�� K�r�C ��a�'�4�';; x �'a' : ..y to T ti t,#,'� r,� r w �. f - �,�s,,,W.�„` r � fi ¢�"te5,.. �,� F n• '�, ' .:t 3 *�c 7ap ., ' � �� w.�,�f.,�'� �t y `� . FL17022e01—R8 Underlaymenf e Comply with local building code or FBC 1507.1:1 where required. Slope: Comply with local building code or FBC 1507.4.2 where required. Re-Roofing: This panel may be installed over a single layer of existing shingles as permitted by local building code or FBC 1511, provided the existing roof meets the conditions required by the applicable code. Maximum Allowable Loads 6, Installation Requirements. Method A: #9 x 1.5" fastener in 12"-12" pattern at 16" o.c-: 86 PSF _Method B: #10 x 1.5» fastener in 12"-12" pattern at 16)> o.c.: 93.5 PSF Method C: ##10 x 1.5" fastener in 12"-12" pattern at 8" o.c.: 101 PSF Method ®: ##10 x 1.5" fastener in 12"-12" pattern at 6" o.c.: 228 PSF A factor of safety of 2 has been applied. Technical Documentation,. This product has been tested to the UL 580 standard by Architectural Testing (now Intertek Testing, TST-1527), report D05893.01-450-18, F3366.01-450-18, and D05893.02-450-18. As referenced in FL 17022.01-R7 Compliance Statement: This product as described has demonstrated compliance with Florida Building Code 2020, 1504.3.2 (non-liVHZ) as required by FL Rule 61G20-3, method 10. This product as described has been tested and demonstrated compliance with: o UL580 - Test for Uplift Resistance of Roof Assemblies • UL 1897 - Uplift test for roof covering systems Design Process: The load tables in this report provides one prescriptive option for the fastening requirement for the applicable wind loads for roofs within the parameters described. For roofs outside of the listed parameters, design wind loads shall be determined as required by FBC 1609, ASCE 7, or other design code in force, using allowable stress. These load tables are based on ASCE 7-16. Use of these tables assumes that the structure is: o Enclosed and conforms to wind-borne debris provisions and is -a regular shaped building a Is not subject to across-wind loading, vortex shedding, or instability; nor does it have a site location for which channeling or buffeting warrant consideration Engineering analysis may be completed by other licensed engineers for project specific approval by local authorities having jurisdiction. Certification of Independence: David Eng, PE and Timberlake Cove, LLC do not have, nor will acquire a financial interest in any company manufacturing or distributing products under this evaluation. The some entities do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Exclusions and Limitations: Design of deck and roof structure Ito include attachment of plywood or wood plank) shall be completed by others. Fire classification and shear diaphragm design are outside the scope of this evaluation. Accelerated weathering/salt spray is outside the scope of this evaluation. This report is limited to compliance with structural wind load requirements of FBC 1504.3.2, as required by Rule 61G20-3. Neither Timberlake Cove nor the manufacturer shall be responsible for any conclusions, interpretations, or designs made by others based on this evaluation report. This report is limited solely to documenting compliance with Rule 61G20-3, and makes no express or implied warranty regarding performance of this product. Installation shall be subject to the local building code and authority having jurisdiction; this report shall not be construed to supersede local codes in force. # a :MAX Instructions: Select the appropriate load table that applies to the —a structure in question. !,. 2_ 2 _3 Determine the design wind speed for the project a— �i 1 �2� location. 2 Use the attachment method indicated for that ! -2 windspeed within each roof zone. I j �I� _--- 2 3 a � - 1 NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept. 12 ? 2 -�_ �__a i For the load tables below, the worst case was taken � .'?s' .`. t 12 for each zone and reported using the standard zones i ;'2 a 1-2-3: 1— a 3 2 Z 13 a Zone 1 includes zones 1 and 1' Zone 2 includes zones 2e, 2r, and 2n I -.4a�- HIPROOF; GABLE ROOF —iaL Zone 3 includes zones 3e and 3r Combining these zones creates a clear, simple a10'.:aFIElST1 pR011iLLD F5WVOR LLa-YR9CREVEA ISR!Al1ER OUi KOT p LE55 T141•1[IiAERJ::4i(LAST RORQfJifAC 6i'EIlStOR OA AFT;0."}.} scheme, at the expense of some design efficiency. OR COEWINE°A"°`yG"°A°TR`RAF"=ABuCODE. Contact the manufacturer for further information, ROOF ZONES FOR GENERIC BUILDING or consult a licensed design professional. METHOD A: METHOD B: METHOD C: METHOD D: #9 AT 16"O_C_ #10 AT 16"O.C- #10 AT 8"O.C. #10 AT 6"O.C. r12"(NOM) 12"(NOM) --I NR: NOT RATED.CONSULT DESIGN PROFESSIONAL AS NEEDED 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 gablelhip roof with max slope of 12:12 Have either a flat roof,or gable/hip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL17022.01: 2(B a 5V Crlm on 15/32°°olvefsood FLJl7Q22.01: 26 a 5V Crlm on 15/32°° li Grad Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 1140 150 160 170 180 190 200 Zone 1: A A A A A A A A A A A Zone 1: A A A A A A A C D D D Zone 2: A A A A A A A A C D D Zone 2: A A A A C D D D D D D Zone 3: A A A A A A B C D D D Zone 3: A A A C D D D D D D r3s 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 s,C,or D exposure area Have either a flat roof less than 70,hip roof with Have either a flea roof less than 70,hip roof with max slope of 12:12,or gable roof uvith slope between 4.4:12 8i 12:12 rave slope of 12:12,or gable roof with slope between 4,4:12&12:12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FLI7022.01: 260a 5V/Crimp on 15132°° plywqoo FL17022.01: 26ga5VCrimoonIS/3rpivwood Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A A A A Zone 1: A A A A A A A B C D D Zone 2: A A A A A A A A A B C Zone 2: A A A A A B D D D D D ZVne 3: A A A A A A A B D D D Zone 3: A A A B D D D D D D D 105 a�. k8