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HomeMy WebLinkAboutEngineering I Gulfcoa,"", � SUPPLY & MANUFACTURIN .a^Nc2�' F y 3�yx?,1 .$,�� � xt w. �ay.�'� Ax...� x�i ✓t.h .'N3 J TM 26GULFRHB`�- GUAGE GULFRIBTM PANEL OVER 1" x 4" battens open framing FLORIDA PRODUCT APPROVAL • 16646.1 R2Modifed. 1J, Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Product Description: GulfRibTM, 3/4" Rib Roof Panel, Minimurr26.Ga. Steel, 36" Coveraqe, through fastened roof panel over minimum 1"x 4" battens open framing application. Panel Material/Standards: Material: Minimum 26 Ga. Steel,ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2017 Section 1507.4.3. Paint Finish Optional Yield Strength: Min. 80.Oksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 36" Coverage Rib Height: 3/4" Major Rib at 9" O.C. Panel Fastener: #9-15x2" HWH with sealing washing or approved equal 5/8" minimum penetration-through 1" x 4" battens Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507'.4.4 Substrate Description: Minifnem-1;42" thiCk ADA Ra v-i`p"v—A voppc c� „rta�i'Y a,n c-4i=v-i C. Design of Open framing supports are outside the scope of this evaluation. Must be designed in;accordance w/Florida Building Code 2017: Design Uplift Pressures: Table"A" Maximum Total Uplift Design Pressure 56-psf 101..p"sf Fastener Pattern. 9"-9"-9"-9" 9"-9"-9"-9" Fastener Pattern Spacing 1'2 O:C., ` Design Pressure includes a Safety Factor=2.0. 16" O.C. 'i FL#16646.1 R2•OCTOBER 5,2017 KUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUTTF, 9, BOCA RATON, • /\\ o` � ;�: Gulf rA `fix a° SUPPLY & MANUFACTURING GU, LFRIBTm 26 OVER 1." x 4" battens open framing 91. FLORIDA PRODUCT APPROVAL • 16646.1 RZModifed ENGINEER LOAD TABLE:26 Ga. GulfRibTM Panel over 1" X 4" battens open framing ,Buildings having a Roof Mean'HelgWt k 20'-0" Roof'Slope: 2`'/12 -.12'/12 ''Gable or"Hip Roof;Wind Speeds 120 170mph,,EXposure C, Risk Category 11,-,Enclosed Building, based.on Florida',Building Code 2017. 120 130 140 150 160 170 FASTENER SUBSTRATE WIIND SPEEDON CEN see calculations SPACII ZONE 1 #9-15x2' open framing ZONE 2 #6'-11'5x2' Jropen framing " ZONE 3 #9-15x2 open framing l� 1.)PANEL'DESCRIPTION:GULFRIB?M, MINS 26 GA:;"=GRADE 80;36;"( 'OVERAGE,''3/4" TALL. ' 2.)'PANEL FASTENER:#9-15X2" HWH WITH SEALING WASHER.bWAPPROVED EOUAL 3:)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:#see Calculations U .. 1897.TESTING r:, ---�----•- .. �:'. SPACING BASED(AL 580/UL 5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:72,'LAP SEALANT MUST,BE USED,IN PANEL SIDE LAPS 6:)LOAD TABLE BASED ON WIND;,PRESSURES CALCULATED PERASCE 7-1D(KD=0.85)MULTIPLIED BY 0.6:PER FLORIDA BUILDING,'' CODE 2017 . : HIP—ROOF a o zoNEz ZOPIE3- Note:Dimension(a)is defined as i0/a of the minimum width of the building or ' _ - - —a 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be less than either 4%of the minimum width of the building or 3 feet. ` RIDGE FASTENER PATTERN { { ZONE 1 - Cont.Tape seal for use on Slopes less then 3:12-J #9-15 x 2'w/Sealer Washer Q max pacing per calcula5ons 16" 11--EAVE ZONE 2 GABLE ROOF --► -- -- - -- _;.a 1.. x 4" batten -RIDGE �---------------------- a ZONE 1 ; ZONE -EAVE FL#16646.1 R2•OCTOBERS,2017 SCANNED, FILE Copy �i Wind Load Calculations Report For 6316 Arapahoe Street Fort Pierce, Florida 34982 Replacement Roof Panels — Residential November 14, 2019 6316 Arapahoe St Fort Pierce,FL 34982 Prepared by: P.A. Kreuser Engineering, LLC 565 Bucks Trail Longs, South Carolina 29568 Phone (910) 280-8584 i P.A. Kreuser Engineering, LLC;' November. 14, 2019 Gulf Coast Supply&Manufacturing 14429-G SW 2nd Place Newberry, Florida 32669 Attn: Mr. Jared Pearce - RE: Wind Load Calculations—Metal Roof Panels for 6316 Arapahoe Street, Fort Pierce, FL 33602 PAK Job No. 1052 Mr. Pearce: P.A. Kreuser Engineering, LLC (PAK) has completed wind load calculations for the metal roof panels to be installed on the existing structure at the subject property listed above.The provided calculations are based on the ASCE 7-10 current edition,the 2017 Florida Building Code, 6th edition, the 2015 National Design for Wood Construction(NDS2015),and the Florida Product Approval No. 16646.1 R2.Site specific and.material information for these calculations were provided by Gulf Coast Supply &Manufacturing and gathered from aerial photographs.If the provided site and/or building information changes or needs to be revised, please notify PAK immediately. The results of wind load,calculations and supporting documents fbr the subject property are attached. PAK is not responsible for conclusions, interpretations,opinions or recommendations made by others based on the data contained in this report. Design of the roof system(trusses, rafters,etc.)and other supporting structural .components was not performed and.should be considered outside the scope of this report. Specifications not contained in.this report].ncluding-waterproofing,weather barriers and other systems associated with the installation of the new roofing materials shall be installed per the manufactures specifications, the Florida Product Approvals/NOA's,and the Florida Building Code. The licensed roofing contractor shall be responsible for all installations and should be competent and experienced with installations of the materials mentioned in this report.We appreciate the opportunity to be of services as your design professional on this phase of the project.If you have any questions, or,if we may be of any further service, please contact us. Sincerely, \ A. p� P.A. Kre r E ineeri , LL `���'� ' 01,7p.1, f ZE- STATE OF �* Zz Patrick A. Kreuser, P.E. President �i�, ��.�Q� `►�N Licensed, Florida No. 62315/CA33119 Distribution: Mr. Jared Pearce 1..pdf 565 BuCKs TRAIL.,LONGS,SC 29568—PHONE::91-0.280.8584 PAKREUSER@GMAIL.00M I - EATC Hazards by Location our Sp Map Satellite ri 't + valdoSia r r, 6316 Arapahoe St, Fort Pierce, FL 349$2, USA xr°{t 4� • , 5lttton � �, Tallahassee -' , r Coordinates:27.355788, 0 ,�o ry a _ ' Jacksonville ` r slfldrnu '" ` r tYR t 7,�y Vis, s �„ �anema CI a LAA City p r-k�y r'► ' Wind f�, F 1 ' St Augustine a, sS N ASCE {� q/'� .. 0 P'gSC1r �`1 V _ vie Gainesville 4 i,:.'ir-,ct a e-':ata,5$at{ti vie. :ir'coy f;IC.i:S, O t r p p O MRI 10-Year 88 xrtr } k 4t nu Daytona[3sac i r, 3 t,,r, z a ti v Y o n sr z DGflla MRI 25-Year 107 �riantlo�5 t M MRI 50-Year 120 r r J rfi,fi s Y g kr j i I I.,I1 a 1~ r �" `�'' ? ,✓•rY a P s > 'Sh r, ti Nr - r� ISSf-Yr f t In1n1Be' s �' K t � e q r � tis t -rem "�y..��"i Mt y t,5.�w�� �rw`.t��, r ��xtp�' , � :•� x�.yip v �`r MRI 100-Year A 131 f pi, m x xt 1^ r z t MZlt7aClflt� t r ,Tam 0 ot.akeland , t i; a &. x 5� r : .� zs.> Clearwatero rQ�, r (-.::j ✓ a,r UO Pbtersburg Risk Category 1 '147 1 4 � - ' W@StPallll: Beach ort M ei s a 159 Risk Category II F P;r r �"F 4 r ry4M•+� Cs4 � s.i �:r}z f7� C +�a «,Y a, " lln'i t " e t a r �., o a• o a o n s e ,. � rrC 'f ri3i � r+ # .- e. : Q CD Cft m -v � cQ D o CD (D. c w c� m 0 3 V C7 it . it - II Values of Symbols ,j Building Values Topographic Factor Values Symbol Value. Symbol Value j � r Hill Shape Flat-No Hill End Zone 11.0 'KI 0.0 Kh 0.91 K2 0.0 Kz 0.85 K3 0.0 qh 30.46 Kzt 1.0 qz 28.37 µ 0.0 Z9 900.0 gamma 0.0 C1 9.5 H 0.0 V(ultimate) 160.0 Lh 0.0 V(nominal) 123.9 x 0.0 I 1.0 z 0.0 --] Roof Angle 18.4 Gcpi 0.18 Touoerauhic Factor GCp+ all-Zone 4) 0.78 Eqn. 6-3 (ASCE 7) GCp-(Wall-Zone 4) -0.80 Kzt=(1+K1*K2*K3)^2 GCp+ all-Zone 5 0.70 GCp-(Wall-Zone 5) -0:96 Cp (Roofs) -0.6 Reduction Factor 1.0 Exposure C Note: *The symbols that are not shown are included in the calculations,but due to the fact that they are not the same for each case(for multiple effective wind areas)they are not listed above. II .i www.mfindioadcaic.com 11/13/20196:55 PM 6316 Arapahoe St. Wlndloadcalacom j 16�P 9ya'p gyGCP I I •� 3 WIN©_ 8 y PARALLEL NORh1AL ^ �,l a �- •,(t a> h�•...- r ' S gzQCQ - gaGCP 7(3ROGE 2 TQRFOGE r; V VI E7: �•—c--•a g°GeP } , ytiec F Llltlid . F PIAN —t--+� - ,I Hip Roof(7'C eS 27"') x tf 1 ', Y - d r ti h OA iNPp N lh - ��. 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I+iapet Al6og8gaf P�rimetc,l�)�n . Windloadcatc.comq, Ywr wincow to Success m•-o cc D CD m ' r r n i • I Roof Uplift Calculations Investigate 26ga. GulfRib,36"wide Metal Roof Panel Attachment to 1"x4" Pine Battens Each panel is attached to nominal 1 x 4,#2 yellow pine wood battens spaced at 16" on center. Fasteners to be minimum#9-15x2" HWH with sealer washer or approved equal with minimum 5/8"penetration. Determine minimum fastener patterns based on ASCE 7-10 Wind Calculation, NDS 2015, FBC 2017 and FL Product Approval No. 16646.1 R2 Nominal Wind Pressures(from Calculations Sheets) Hip Roofs with 4/12 Pitch with overhangs Interior roof condition, zone 1: Q1n=-32.9 psf Eave, rake, hips roof condition, zone 2 Q2n= -57.3 psf Corners roof condition, zone 3: Q3n =-84.7 psf Overhang hips roof condition, zone 2: Q2oh =-72.5 psf Overhang corners roof condition, zone 3: Q3oh =-97.0 psf Given: Maximum design pullout per screw: Wm=167 lbs./inch of penetration(per NDS 2015) Wm=Wt * CD * Cm2 * Ct Wt= 131 Ib/in. penetration (per NDS table 12.213, S.G. =0.51-mixed southern pine) CD=1.6 (load duration factor) Cm=1.0(per NDS table 11.3.3) Ct=0.8(per NDS table 11.3.4) Roof panel span: SPAp= 16"/1.0ft(panel span) Fastener pattern spacing: SPa= 9" (per FL. No. 16646.1112) l Minimum fastener embed: Lm =5/8" (panels to 1 x 4) Zone 3 at overhang condition: II� Nominal wind pressure: I Q3oh] =97.0 psf(per ASCE 7-10& FBC 2017) Max. pullout per screw: Pm=Wm x Lm = 105 lbs. Min.fast. Pattern: Sm= 1 Q3ohl * (SPAp * SPa)/Pm = .9 screws at 9"o.c. I OK pattern works for all zones Summary& Detail it • All zones:'Install fasteners with Modified Type 1 fastener pattern at 9 "o.c. accordance with Florida Product Approval No: 16646. 1 R2. Fasteners to be spaced vertically max. 16 "o.c.and be driven mfn5J�8'�� into wood battens. • All other approved assemblies, installation details, and specifications shall be in accordance with Florida Product Approval No. 16646.1 R2, the Florida Building Code, and manufacture specifications. HIP ROOF ZONE 3-- RIDGE ZONE 1 EAVE