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HomeMy WebLinkAboutBuilding Permit Application ;4 ;t All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED r Date: l Permit Number: s`L� LL}Cu r ' " 17, e c r; c Do rt, --tom Building Permit Application Planning and Development Services Building and Code Regulation Division Commercial Residential 2300 Virginia Avenue, Fort Pierce FL 349B2 Phone: (772)462-1553 Fax: (772)462-1578 CBDG Funding i- n PERMIT APPLICATION FOR: PROPOSED IMPROVEMENT LOCATION: Address: StZ PropertyTax ID#: `'54 Lot No. Site Plan Name: \ . � ��etl Block No. ��� Project Name: vAi=zA , ES DETAILED DESCRIPTION OF WORK: I t 311 New Electrical Meter Second Electrical Meter (Affidavit required) CONSTRUCTION INFORMATION: Additional work to be performed under this permit—check all that apply: +' _Mechanical _Gas Tank _Gas Piping _Shutters _Windows/Doors _Pond Electric _Plumbing _Sprinklers _Generator Roof ZPitch + Total Sq. Ft of Construction: 7�j tt7C> Sq. Ft. of First Floor: t n ©O® = Cost of Construction: $ � Utilities: _Sewer _Septic Building Height:�� 3,:..•, ; ' OWNER/LESSEE: CONTRACTOR: Name Name: Address: Vtb k Company: r: City: gc: , ��� State:NIL— Address:•. _ Zip Code:7ACle�Y��Fax: City: Statel—z:AL Phone No. E- Zip Code:_ Fax: Mail: Phone No- -7-1 Fill in fee simple Title Holder on next page(if different E-Mail_ (' from the Owner listed above) State or County Licenses,(' If value of construction is 2500 or more,a RECORDED Notice of Commencement is required. rs If value of HAVC is$7,500 or more,a RECORDED Notice of Commencement is required. r SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION. DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: _ Not Applicable Name:_ Name: Address: Address: City: State: City: _State: Zip: Phone Zip: Phone: ; } i=.;. FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: _Not Applicable 1 . Name:_ Name: Address: Address: City: City: _ Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as'indicitf-d. I certify that no work or installation has commenced prior to the issuance of a permit. ; I St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which conflicts with any applicable Homeowners Association rules,bylaws or and c ,venants that may restrict or prohibit such structure. Please consult with your Homeowners Association and review your deec or any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use r ' WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in paying twice for i Y p Y g improvements to your property. A Notice of Commencement must be recorded in the public records of St. Lucie County and posted on the jobsite before the first inspection. If you intend to obtain financing, consult y`M' with lender or an attorney before commencing work or recording our Notice of Commencement. Signature of wner/Lessee/Contractor as Agent for Owner STATE OF FLORIDA .i,• COUNTY OF—5-4= U i[;-L Swor to or affirmed and subscribed before me of Physical Presence or Online Notarization this jt' 7ayof_�(S1/ 20 by L` Name of person making statement. i Personally Known OR Produc Identification Type of Identification Produced (Signature of Notary Public-St -of Florida) Commission No. (Seal) ZZOZ '90 Aienige,I sajldx3 u01s9lw1wo0 AW LLZESL EJJ# u0lsslww00 oilgnd AieioN-epuol=1 }o REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE - RECEIVED '' DATE COMPLETED Rev 5 2 2 I COLfr I }(t V Lr�d _' 74 �� i Pl Y yn is L 0 L. LI LD:: tz ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET Florida Building Code 7th Edition (2020) Based on Section 1525 of the Florida Building C de-Building : INSTRUCTION PAGE ' COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED 'i BELOW: __�` Required Sections of Attachments Required Roof System the Permit Application See List BelowT Form Low Slope Application A, B, C 1,2,3,4,5,6,7 .i; Prescriptive BUR-RAS 150 A, B,C 2,4,5,6,7 . ._ Asphaltic Shingles A, B, D 1,2,4,5,6,7i, Concrete or Clay Tile; A, B, D, E 1,2,3,4,5,6,7 Metal Roofs - A g p 1,2,3,4,5,6,7 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 • ,4 2. From Product Approval: i Front Page 1, Specific System Description Specific System Limitations General Limitations r;; Applicable Detail Drawings 3. Design Calculations per Chapter 16,or if applicable, RAS 127 or RAS 128 4. Other Component of Product Approval S. Municipal Permit Application 6. Owners Notification for Roofing Considerations(Reroofing Only) ` r' 7. Any Required Roof Testing/Calculation Documentation 1 Form RooflnfoFeb21 Rev Feb 18,2021 f l::, V,±y . �t Section D (Steep Slope Roof System? Roof System Manufacturer: Notice of Acceptance Number: L. � 0zZ = 1 Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): .' �c�-;�� Zone 1:�O Zone 2e:ao- O Zone 2n\'r✓OZone 2r:.N�19Zone 3e: Zone 3r: � "x._ Deck Tyne: J�,, Type Underiayment: " � Roof Slope: 12 Insulation: Fire Barrier: ` Ridge Ventilation? Fastener Type&Spacing: \0 >I— Adhesive Type: Type Ca Sheet: P Mean Roof Height: Z� Roof Covering: tj-: '�A%ze- "•;:`, Type&Size Dript7 Edge: ix C „t .4 .1 Bpi 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 r (If a component is not used,.identify as"NA") Zone 1:�" )c Lap, #Rows @ .00 System Manufacturer: Zone 2:—" o @ Lap, #Rows @ "oc Zone 3:—" oc @ Lap,#Rows @ "oc r_ Product Approval No.: Num r of Fasteners Per Insulation Board: Design Wind Pressures, From RAS 128 Or Ca ulations: ne 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 ap ov 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 ^a, Type: ashing,Component Material, Material'Thickness, Fastener Ty , Fastene Spacing or Submit Manufacturers Details that Gauge Thickness: Comp with .'AS Ill and Chapter 16.. Slope: , Anchor/Base Sheet&/.df Ply(s): FT. Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: -- Base Insultation Size and Thickness: Parapet Base Insulation Fastener/Bonding Material: Height Top Insulation Layer: f .`;,•:. Top Insulation Size and Thickness: FT. 7 Top Insulation Fastener/Bonding Material: �l< Mean Base Sheet(s)&No. of Ply(s): Roof p Base Sheet Fastener/Bonding Material: Height , Ply Sheet(s)'& No.of Ply(s): Ply Sheet Fastener/Bonding Materiak. Top Ply: Top Ply Fastener/Bonding Material: +RX. ; .J;-�, ''p12021 Florida Building loda Online ONTMCTOR BCIS Roma tnoIn User Registration kot7oplcs SubmltSurcharge Stars&Facts Publications Contact Us ilcls She Mop U.M t °<t Product Approval �,1 • a � I r o `r 1 USER:Public User br ZPfaducrA JMQyp Menu:,Product or A(rpllcnllon Search>Q>fi IICatlnn list>ApPileetlon It. ' FL# 111702 's•' ' S Application Type Revlslo, WE COMPLIANCE Coda Version 2020 Te C i E CO U leiV Applicatlon Status Approve x Comments Archived • Ill Y'1 Product Manufacturer Extreme Metal Fabricators,LLC Ij Address/Phone/Email 2360 SW Poma Drive i rq Palm City,FL 34991, 4 ; (772)872-8034 tivalidation@yaho _om Sri Authorized Signature Richard McKuhen }>'' fivalldation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Emall 2160 SW Poma Drive Palm Clty,.°L34990 (772)872-13034 1 richard& .ifab.net Quality Assurance Representative Address/Phone/Small ? t• w, Category Roofing ,. Subcategory Metill Roofing Compliance Method Evaluation Report rom a Florida Registered Architect or a Llcen uu F Professional Engin mr Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the David Eng Evaluation Report §` Florida License PE-61377 •,} ";; Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/22/20 validatod By 3ames R 1 'dlly,PE Valid,!:on Checklist-Hardcopy Received Certificate of Independence L 1 a 0 IC 26ga VMAX_ply—w-0 d.Rdf f z` year Referenced Standard and Year(of standard) standard a: :•:,,,:; TAS 100 199E TAS 125 2003 UL590 Equivalence of Product Standards Certified By Sections from the Code t tilips:/lgoridabuilding,rglprlpr apt dtl.aspx?param=wGEVXQwIDgv2aBQPHPQQBsiMZNIkUEoR%2b7ZBOgjsB2joMvitilBgw4YA%3d,/o3d s'� ' 311'U2021 Florida Building Code Online �- i �r- raductApproval Method Method 1 option D bate Submitted 12J16/2020 ate Validated 12fiGJ2D2U �•,: ` ate Pending FBC Approval 12/26/202. , ate Approved ...... - 22: - 1 1 i Summaryof Products T FL 0 Model,.Number orName f+ascription Lc•:.�` 170Z2.1 01:26ga VMax an Plywood 269a(min)VMax 5V panel with 24"cavcrage•an.x5/32"(nili Plywood or 3/4"(min)thick wood plank, Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R9 I7 26oa -MAX plyw lLd� Approved for use outside HVyZ:Yes Verified By:Davld i%,PE 81377 +f Pact Resistant:NIA Created by Independent Third Party:Yes Des[ ssure:+N/A/-228 Evaluation Reports ' Other:Refer anon repor+ EL17022_R9 AE 26ga VilAX } Created ay Independent Third Party:Yes 17022.2 02:032 Aluminum VMax on Piywnod Nominalf;0.032"aluminum(or thicker)Wax 5V panel•{JI � -',',,•.. 121"coverage on 15/32"(min)plywood or 3/4"(min)thl mood planic, t: Limits of Use I Installation Instructions Approved for use in HVHZ:No F1.17022 R9 IT 032 VMAX?i,in plywnod.adF Approved for use outside HVHZ:Yes Verified By:David Eng,PE 81377 r•. Impact Resistant:NIA Created by Independent Third Party:Yes Design Pressure-+N/A/�168,5 uvaluation Reports «5 Other:Refer to evaluation report, -117077 R4 AF 0 VMAX 311n fijytvwl pdf Zreated by Independent Third Party:Yes 17022.3 03, 269a VMax an Plywood 26ga(min)VMax 5V panel with 24"coverage on 15/3?'([al. plywood or 3/4"(min)thick wood plank.Option for�fastra,=.:.' _ the flats and In the ribs. , Limits of Use Installation Instructions Approved for use In HVHZ:No FL170Z2 R9 II 2Z6ga VMAX plyvrood Flats.odf 6 ° Approved:for use outside HVH I.Yes Verified By:David Eng,PI 81377 �- Impact Resistant:N/A Created :y IndependentThird'Party:Yes k; Design Pressure:+N/A/-114.25 Evaluat;!-n Reports other:Refer to evaluation report. FL1702:, R9 AE 769a VMAX nlyy2aod flats p� Createc :y Independent Thlyd Party:Yes 17022.4• 04:269a CorMax on Plywood i 26ga(min)CorMax corrugated panel with 29.5"coverer 15/32"(min)plywood or 3/4"(min)thick wood pla6l.. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17022 R9 IT 26oa CorMax Plyyraod I-IuHZ.ucl.• f ;<=:<: '; Approved for use outside HVHZ:Yes Verified By:David Eng,PE 81377" q- +;:••"` Impact Resistant:N/A "reated by Independent Third Party;Yes . Design Pressure:+NIA/--161 r-valuation Report-- Other:Refer to evaluation report. FL17022 R9 Ali 7.6aa CnrMax Plywood HVH7.pff Created by Independent Third Party:Yes 17022.5 05:Z6ga CarMax on Battens Z6ga(min)CorMax corrugated panel with 29,5"covera-u 2x4(min)battens. Limits of Use Installation Instructions �f I, Approved for use in HVHZ;No FI.17022 R9 7I 26oa CorMax Battens.u� (w ((; Approved for use outside HVi,,:Yes Ver)fled 5y:David Eng,PE 81377 Impact Resistant:N/A Created ny Independent Third Party:Yes Design Pressure:+N/A/-161 Evaluat ,ri Reports Other:Refer to evaluation report, EL170T RR AE Ma CorMax Bat ens.iydF l Createt_by In dependentThfrd Party'I Yes 4 ' i ' Cgptad U ::7601 61alr5tona Road.Bliahassee FL 32399 phone:11513-9II7-illj,I * Tho Sbto of Florida Is an AA1960 employer.Ca ,;.Privacy Statemm ;;pccessihlnty statemant;:Refund S+aE>m •b under Florida low,omoll addresses am publtc retoras.if you do not want your e•n ri address releasad In response to a puhlt¢-reto(ds request•uo ito:scnif.df« mail to this Willy.instead,contact die vInva by phone orhy tradnlonal mall.if you ':ye any questions,plaase Contact 6513.487.1av i,*'Pursuant to 5MV:1;T';S Florida Stptutra,tirecuve oetober 3,:zolz ltcenseas licensed under Crlapter 455,I,';,must provide tho Department with an email��dreca it tbay i+ava one rrr hllps.1/Aflrldabullding.o g/pr/pi app rill,aspx?param=wGBV'QwtDgv2aBQpHp4Qe6rMZMkUEoR%2b7ZBIIglse2joMvlufBI%,4fA%Sd%3d _��?¢•ail •�t � yfy`�1�/C�•r•err Vim+' } b �: t<` f. 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Or 1Y:.7h.a--•, �r.�s..rx a},4L '.!�//;;���,•��,.�•'' �;'y� <i'.i' �Yp 'L�` y..+..,.. .t•�.•t+' :A�'.:r:�y: -•�r,�y;a �' �•'�`.:_J. !" :.:ri.,, '' a''�VJ r,+V-1°.=�! 1�1? a�� `�.•' ••�l:', ,�'.1./��y�'y�.��•:_�'v•M1%7�a ,y.•s. '��4:,:...,ai��.:`•�jL.rti,:SC:''.u. f -�$ L�-"- w� ,i 7i ��:1�:� �`.• �±Vl�`,'1'f:'•ti'v:�.'.' 7�,-�t <SC- .V-. t'a �' 1, - � �=til� U,faivi'�Say r.+.•.�•�:. :4 -:i:4-'. «. f •-�h.�:ii.:.� 43:$" Y... aw f 5��1 .�7�FJ-•�i,�ry�:v.t a.I•.•�: _ ••r_ i.::�t . .<=�tt• ,,',, m , .. 5wst� �x� coo;.._L..-- �."'='- 7 `.�.:�;+.• ::i'`• •'�=.=:i;:•:' .�«,��...-,�:c;�•;r'�:o�is ::' t'sFr:-i�•.Ss.Yl�..:v�3�:.. ^-5:,".,-'1'=ri- _ .s.../a, nr--�4 .:+.•�;.a.+::.r-...r.-r.'.�..i.l_ ji: t i • MAX •, y'�, •:• •'•' yi�,'�'. ;�.; :�FS�;l•��`ti.:���lr:--`.isr;:_i-:,�.;� ••qv:•y?i..1+.�.. i �R - . ,.��•, :•f.._.•a',', it .a Ae,'f.S'L� }i'i.• 1 r• •:�-r;.• 0, oZ Jy'c�.,.._.�:r.,Y� K;[ .1> I .a1• •'�: .r;'•i.:a5�.:;•r5_'3�a��I. '_ a�%�.i�-�i:'>',.:a':.'�ryigti�3;••:.ay:.;-•• •- � �` ;T,' - U nderlayrn n't: Comply with local building code or FBC 151,7.1.1 where requirpd. 1 Slope: Comply with local building code or FBC 1507.4.2 where required. ' Re-'Roof rig This panel may be installed over a single layer of existing shingles as permitr by local build ng code or FBC 1511, provided the existing roof meets the conditions requiro-d ;Y the applicabl code. 5 t =+ Maximum ]towable I-oads & Installation Re(,airements: MOMDel. 1-5" fastener In 12".12" pattern at 6" o•c _ 86 PSFLI ;rt l+tlathad B: #10 x 1.51, a ener in 12"-19_" pattern at 16" o_c.: 93.5 PSF +� {•it Mipfhad C: #10 X 15" fastener In 12"-: :" pattern at 8" o.c.: 101 PSF lgeth.p : #10 x 1.5" fastener in 1211••'2" pattern at 611 o.c.- 228 PSF Factor of sa ety of 2 has been applied_ • �t �rW. . 'T'echnical Documentation: F" This product III as been tested to the UL 5e0 standard by Archi'actural Testing ti'low Zntert•ek Testing, TST-1 27). report D05893.01-450-18, F3366.01-450-18, anc D05893.02-450-18. 1Rs ref erenrol , r rL 17022.01-R7 Complian a Statement: This product s described has demonstrated compliance with Florida Building Bode 2020) 2504.3_2 Orlon- VHx) as required by FL Rule 61G20-3, method 1D. This product `s described has been tested and demonst;'ated compliance with: • UL580 - Test for Uplift Resistance of Roof Assemblies UL 2897 - Upl ft tost for roof covering systems Design Pr cess: ;tic load tabs s in this report provi<tas one prescriptive option for the fastening requiro-Mcri ivr the applicable wind foods for roofs within the parameters described. For rq,ofs outside � _ +he listed par meters, design wind loads shall be determined as required by F9,C 1609, A, 2 other design ode in force, using allowable stress. Thep : load tables are baso on ASCE 7-x& use of these ables assumes that the structure is: Enclose and conforms to wind-borne debris provislonr and is a regular .jhaped builds; Is not subject to across-wind loading, vortex shedding or instability; no{I' does it h'nv site loc tion for which channeling or buffeting warrant consideration �* Engineering nalysis may be completed by other licensed engineers for project specific approval by I cal authorities having jurisdiction. , : cer'tificati n of Independence: tY"' David sng, PE a d Timberlake cove, t_I_C elo not have, nor will acquire a financial interest ill any comparly ' manufacturing r distributing products under this evaluation. The some entities do not hove nor wili acquire, q fina clot interest in any other entity involved in the ..tpproval process of the Product_ Exclusions and Limitations: resign of deck nd roof structure (to int. ade attachment of plywood or wood plank>shall be com lel-cd others_ Fire cla sification and shear dlor.•iragm design are outside the scope of this evaluation. AccGls!r� 3 v+eathering/sal spray Is outside the sco,-,a of this evaluation. I+ x This report Is H ited to compliance with structural wind load requirements of F8C 1504.3.2� as required Rule 61G20-3. N Ither Timberlake cove nor the manufacturer shall be responsible for any onclusio-ns, interpretations or designs made by others based on +his ovalu itch report. This report Is limited solely documenting c mpliance with Rule 61G20-3, and makes no exprt as or implied warranty regarding ;x:rformonce o this product. lostallation shall be subject to tl.e local building code and authority havili jurisdiction; this report shall not be constrwed to supersede local coc.ts In force_ i V. I'rec4w'y�1ri,{.-'�! - •J��mW,J.."f� rt:�:"', 14'' Y, Ju 4iq ,l'fR J N 'i'' •'•�vy;tx�.�`,,'.:s:�itsi@S;�jj•' :•.t,�•�i!�:Sri'�:�•'n'w.htL�':,'Lr ��'kF:��:.:' g wnr :•,r..'?l�'+ .ytll,��sr, -l��,l.•. 'ia•:1..•iyV,;;;a(Y�.e>�:: {' �Y'i•:•::•J;+•• 1ir`-,+1•{ •.!y •LS;�•::r '.;�.•• r _ ..i :, . g•'e• 4: •:{. -•�_,' B,-�,J• ::+::i :=c n'=;5. .,apt: ;'_ ..•ft y rrr�`ti,•: may_. .v...'�•'Jl}�:�.1.L + DTI; 'd1:.F' '•'"t:".r[:' •.•�. uyM s ,.�. .."'�'"•'R�r'',', S'•:..• .s�.-.fs �. S�t••�•.ty� 1• •(. r�;',;;''; iy,`• 5iy •i•l t.•,�. 1+"'t..:.'Y.�'•• t'.:.•'t $....r':t•,,,.t•,. ::�:. 'il .. • ,• .•j`., 1•J'�S:;�i�T'.ir•4L'.:...•.p+M..' �1;,,..,t..� a.2;. �7((..I�y.:~ l r...c_S is s � :1�•. } .:�. '.1.-/ VJY.. u•Q•J.''.'• :��'�••`:rw: i.'SSf: ;F� s:: , }i$�..,r„'w'•.;t'r:�•:pi.'^i.,,,,�:s•.. "•s. •'!:.• r.d. ,,a 't:,%1:i.Z; �p�:�r ram• S,µ,;:,::5'�•'' :,4 ref• T i',•.- .r:,:... ,rtii•;•:.'ii.1.:r?. ,�_:"':r:;��:._ :•'_, �'fai}i;ti�� 4t•;tiii N:_' Instructions: Select the appropriate toad table that applies to the sfrucfure 1 question. :�. Determine he design wind speed for the project .dY,,r.•= location. " Use the att chrnent method indicated for that <, windspeed ithin each roof zone. 2 r---2-•--' - t ,J'{�'.i NOTE_ ASCE 7-16 and FBC 2020 adopt a 7-zone concept. For the loall tables below, the worst case was taken for each zo a and reported using the standard zones Zone 1 incit des zones 1 and 1' Zone 2 includes zones 2e, 2r, and 2n t - IsL H:PRooF Bt13ROOF Zone 3 incl des zones 3e and 3r ^sr Combining hese zones creates a clear, simple '��' *'� �"'�"a+��•"'�"�� ''�"j""�°°""' ' "` ' p 1=2TRVr M1714%OGl�.l7TswARG7iYALOWCIK640R3Fs'w 1-1 Y'^.:•� scheme, at the expense of some design efficiency_ oxnsonwcxmorocmax«tarxUeuvutFacas •_, r p Contact th manufacturer for further information, ROOF ZONES FOR GliNERICBU1LD or consul a l licensed design professional. r------� > METHOI}A: METHOD B: METHOD Q. METHOD D: , 49 AT 16" C. #10 AT 16"O.C. #10 AT B"O.C. #10 AT 6"O.C. . <x 12"(NOM) 12"(NOM) NR:NOT IJATEP.CONSULT,1 ` PROFESSIQNALASNEE17El Use this load table for structures which meet the following criteria: Use this load t.ole for structures which meet the following crif{ 4q; Are located in Exp 2sure 13 area Are located in 6,C,or D exposure area Have either a fiat;r of,or gablelhlp roof with max slope of 12:12 Have:either a fiat root,or gablelhip roof with max slope of: a 4�; Have a mean Rool Height of 3o feet or less Have '.inean Roof Height of 30 feet or leis FL17022 01:26 a 5V Crrmp on 45132" lVwood FL17022.01:26pa 5Il Crimp on 15/32"yalvu?,i Wind 105 10 120 130 140 150 160 170 180 190 200 Wlnd 106 110 120 130 140 900 160 1170 -18dl Zone 1: A A A 'A A A A A A A . A Zone 1: A A A A A �' A C D Zone 2: AA A AA AAA C f3 done 2: A A A A C -P D D D Zone 3: A A A A A A B G ,znne 3: A A A C D: D D D D4 Use this load table for structures which meet the following criteria: Use it.i load vNe for structures which miret the following GNP,1*. Are located in 6x sure 8 area - Are to.ated in i r.G,or D exposure area Have either a fiat r 2of less than 70,hip roof with Have either a f.at roof less than 7°,hip rlpof with man slope of''12:9 ,or gable roof with slope between 4.4-12&12:12 max slope of 12:12,or gable roof with tope between Have a mean Roo Height of 30 feet or less Have a mean Roof Height of 30 feet or less kf ,r PL'17022 01:2ti a 5lf Crimg an 15132"pl ood FL17 r22 01. 26ua 5y Crimson 1 32•'_Pfv y U1/ind 105 '10 120 'i30 140 150 160 '170 180 190 200 Wind log 110 120 130 140 150 lea 170, 18,..` r{Y. Zone 1: A A A A A A A A A A A Zone 1: A . A A A A �k A R Zone 2: A A A A A A A A A B C. ZOnf 2: A A A A A ' D p �? r tift3 a ' Zone 3: A A A A A A A B r �D 'o ,Zone 3: A A A B �TY p D D e c cry ti +.f r.��t=_ .ty, ,,�' .n � S 4;' �$ff 4�:, Y :Yr: _ �.��v `✓� �? �+� � i yyt �� ' tip � _ � �� 1 ��� .� .t'`z�t. ����`�'a �. L,� r F. '� �s. . ��`!,•4 a. i• Y� � `y' . �� 7. 9 ?� .. .i ��.�'.. .St ��,.a -: :: q, �tlCr 1 6: � s�a SpL=dc5lty Structural Engin�erinq CBUCK,Inc.Certificate of Authorization#8064 Of"NTMCTOR Cop). Evaluation Report R ,51"! i;. "Ultra HT Wind & Water SealT'"" `' ! b Roof Underlayment REViIVILU FOR CODE COMPLIANCE Manufacturer: STa LUCIE COUNTY ,1 MFM Building Products Corp. � CCC itllfJ2,1 525 Orange Street Coshocton, Ohio 4381 (740) 622-2645 for. .,I Florida Product Approval �# FL 11842.3 R8 - ' Florida Building Code 7th Edition (2020) Method: 1 - D Category: Roofing - Sub - Category: Underlayment ? Product: "Ultra IT Wind & Water Sea TM Description: Self-Acnered Underlayment Prepared by: ~ This.item has been electronically signed si and sealed U " g Yt• -Yr James L. Buckner, P.E., SECB James L.Buckner,P.E.,on this date using a Digital Signanue, ' Florida Professional Engineer#31242 Printed copies of this document are no[ considered siF`x and sealed, and the signature must be'verified on;arS, ` Florida Evaluation ANE ID: 1916 electronic copies. ���J1 I I I 1 I/t/�, s L. SUC Project Manager: Diana Galloway �r�.• �P..• �LGENgF•• ,p Report No. 20-229-UHT-ER _*. (Revises 17-131-UHT-ER,FL11842.5 R4) _ No 31242 Date: 08/28/20 - * w'_ O . T•, STATE OF .• _\ ��' Contents: - Evaluation Report Pages 1—5 10NAL0\\ ��� 2020.09.17 13:23:17-04'00' MUCK,Inc.c1ba CBUCK Engineering ; Phone:(561)491-9927•Email:cbuck@cbuckinc.net•Website:www.cbuckinc.net Business:1374 Community Dr.,Jupiter,FL 33458•Corp/Mailing:2637 E.Atlantic Blvd,#34069,Pompano Beach;FL 33062 t FL#: FL 11842.3 R8 ' Date: 08/28/20 Report No.: 20-229-UHT-ER`: j LL Page 2 of 5 Speclalty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 ;x Manufacturer: MFM Building Products Corp. :,Yr 525 Orange Street Coshocton, Ohio 43812 (740) 622-2645 ' www.mfmbp.com Product Name: "Ultra HT Wind &Water SeaITM" --^` Product Category: Roofing Product Sub-Category Underlayment Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) Product Description: "Ultra HT Wind & Water SeaITM" is self-adhering membrane composed of a white, non-slip cross-laminated polymer film, laminated to a rubberized asphalt adhesive with a split release liner designed for use as a roof underlayment in high � temperature conditions. Product Material/ Material Type: Styrene Butadiene Styrene (SBS) --°::- Standards: Material shall comply with ASTM D 1970 per Florida Building Code FBC 7th Edition (2020), Chapter 15. {>s Product Dimension(s) Roll Size: 36 in. x 67 ft. rolls Thickness:45 mils (nominal) I Substrate(s): "Ultra HT Wind & Water Seal has been evaluated for application to the ;j- following substrates (Design of support is outside the scope of this evaluation): • Plywood _,' Dens Deck Installation: General Installation Instructions: "Ultra HT Wind &Water SeaITM" shall be installed in accordance with the attached installation method and in compliance with applicable code sections of the FBC 7th Edition (2020), subject to the Limitations and Conditions of Use listed in this Evaluation Report. Refer to installation details at the end of this report. _Refer to manufacturer's :'a'` installation instructions as a.supplemental guide for attachment. =7 Y:r ja FL#: FL 11842.3 R8 Date: 08/28/20 f v N !I Report No.:20-229-UHT ER , Page 3 of 5 CBUCK,Inc. Certificate o Authorization#8064 3 Specs alter Structural Engineeringf ....... ->:: l? f i Performance Standards: R ' The product described herein has demonstrated compliance with: '# i; ;�, • ASTM D 1970-15a — Specification Self-adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roof Underlayment for Ice Dam ss, s Protection Standards Equivalency: The ASTM D 1970-01 standard version used to test the product meets the prescribed standards in ASTM D 1970-15a standard version adopted by the ° Florida Building Code 6+th Edition (2020)for use as evaluated in this report. `l Code Compliance: The product(s) described herein hay demonstrated compliance with theti performance standards listed above as -3ferenced in the current Florida Building Code. :`,- w 3 Evaluation Report Scope: This product has been evaluated in compliance with the building envelope ` requirements of the Florida Building Code, as related to the scope section to i; Florida Product Approval Rule 61G20-3.001. 5.x§ Product Limitations and • Deck shall be in compliance with applicable building code. =� Conditions of Use: • Minimum slope shall be 2:12 or greater. • Evaluated for use with approved roof coverings that are mechanically fastened through the underlayment and is attached to the sheathing or rafters. Installation shall comply with FBC Section 1507.1.1. « " • Not to be applied over active solvents or sealants, EPDM rubber or products 6'` containing silicone. • Do not expose product to direct sunli mt for more than 60 days. X; ; _ P r , General Limitations and • Scope of"Limitations and.Conditions of Use"for this evaluation: ^l Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical • '< documentation, specifications and installation method(s) which include - "Limitations and Conditions of Use" throughout the report in accordance with bf, Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under"Optional Statewide Approval". { • Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for project specific approval by the local authorities having jurisdiction in accordance with the `Y. alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this rep in and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. • This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 ''• to comply with Florida product approval rule (FAC) 61G20-3. This evaluation f, report is part of the Florida Building Commission approval for the listed code related criteria. This report by James Buckner, P.E. and CBUCK Engineering is �FY ;r;��;f. FL#: FL 11842.3 R8 7 Date: 08/28/20 - l�_' ,�I...._ 1� t ' i.r— ,( �)��� 1.�� -•-��17 flir ��Report No.: 20-229-UHT-ER: ,J ? �i {1 Uii 1 I Page 4 of 5 j SpL-Clalf j Structural &nQ11 eerenq CBUCK,Inc.Certificate of Authorization#8064 r; not a design certification of code compliance construction submittals documentation, per FBC section 107, for any individual structure, site specific or permit design. • Design of support system is outside the scope of this report. Uh" • Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. zr • This evaluation report does not evah ate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade&Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.0005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA 1824). Referenced Data: 1. ASTM D 1970-01 Test By PRI Construction Materials Technologies, Inc. (FBC Organization ID#TST 1556) t Report No. MFM-039-02-01, Date: 8/15/13 2. Equivalency of Test Standard Certifi(ation By James L. Buckner, P.E. @ CBUCK c":ngineering a; (FBC Organization#ANE 1916) 3. Quality Assurance Keystone Certifications, Inc. (FBC Organization ID#QUA 1824) - MFM Building Products Corp. Licensee#335r. 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization#ANE 1916) y, 1.X i 5:. FL#: FL 11842.3 R8.: Date: 08/28/20 Report No.:20-229-UHT-ER `,E 1�� �1 =4a � i� � u� 1� i� Page 5 of 5 - LC"' CBUCK,Inc.Certificate o Authorization#806411 � Specldlty Structural Engln��rtnqf E` MFM Building Products Corp. Ultra HT Wind & Water Seal JI Self-Adhered Roofing Underlayment General Installation Instructions: i Fi• • Product to be applied directly to a clean dry surface. • Prime any weathered surfaces. Dens Deck must be primed with asphalt base primer. • Starting at the low point of the deck, peel back 12"of the release liner, align the membrane and press into '+ place onto roof deck. • Adhesive is pressure-activated, so press firmly into place using uniform pressure with a 2-3 heavy steel or rubber roller to seams and overlap. :;..,;,,.•. ` • Overlap end laps a minimum of 6".Side laps must be a minimum of 3". • Store product in the carton in a dry lace until ready to use. Keep product out of direct sunlight. • Apply membrane only in fair weather when the air, surface and membrane are at a minimum temperature r of: 50° F ter` ig 9 • Not to be applied over active solvents or sealants, EPDM rubber or products containing silicone. e • Do not expose product to direct sunlight for more than 60 days. "Ultra HT Wind & Water Sea IT"" shall be installed in accordance wit[ the attached installation method and in lil compliance with applicable code sections of the FBC 7th Edition (2020), subject to the Limitations and Conditions of Use listed in this Evaluation Report. Refer to installation details at the end of this report. Refer to manufacturer's installation instructions as a t. supplemental guide for attachment . PP Product Illustrations V U LTRA HT 7= ** WIND&WATER SEAS,`" q %9. ;t -