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Master Anchoring Plans
GENERAL NOTES: 1. ANCHORING PLANS ARE TO BE USED IN CONJUNCTION WITH BUILDING PLANS, SUBMITTED SEPARATELY. 2. DESIGN LOADS ARE IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE. 3. WIND LOADS ARE BASED ON THE FOLLOWING: ULTIMATE DESIGN WIND SPEEDS: 2020 FBC FIGURE 1609.3(4) Vult = 120 MPH Vult = 140 MPH Vult = 160 MPH RISK CATEGORY I EXPOSURE CATEGORY C INTERNAL PRESSURE COEFFICIENT: GCpi =±0.18 4. THE MINIMUM ANCHORAGE SHALL BE AN ANCHOR AT EACH CORNER OF THE BUILDING. LOCATE THE ANCHOR WITHIN 12 INCHES FROM THE CORNER. REFER TO ANCHOR SCHEDULE FOR ADDITIONAL ANCHORS THAT MAY BE REQUIRED. ANY ADDITIONAL ANCHORS BETWEEN THE CORNERS SHALL BE SPACED EQUALLY. 5. WEATHER KING IS NOT RESPONSIBLE FOR THE PREPARATION OF THE PROPOSED SITE OR DETERMINATION OF THE SITE'S SUITABILITY TO SUPPORT THE PROPOSED STRUCTURE. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO DETERMINE IF SITE CONDITIONS ARE SUITABLE TO SUPPORT THE STRUCTURE. 6. TIE -DOWNS AND ANCHORS ARE TO BE SUPPLIED AND INSTALLED BY THE PROPERTY OWNER. WEATHER KING IS NOT RESPONSIBLE FOR ANCHORING THE BUILDING. 7. THE SCHEDULES INDICATE THE RECOMMENDED NUMBER AND TYPE OF BUILDING ANCHORS TO BE INSTALLED BY THE PROPERTY OWNER ALONG EACH SIDE OF THE BUILDING. GROUND ANCHORS SHALL BE RATED FOR SOIL CLASSIFICATION 4a. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO VERIFY THE SOIL TYPE FOR THE SITE WHERE THE BUILDING IS TO BE PLACED. 8. GROUND ANCHORS DESIGNED FOR SOIL CLASS 4a OR BETTER. SOIL CLASS 4a: CONSISTS OF LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND SILTS, ALLUVIAL FILL. BLOW COUNT, PER ASTM D1586, OF 18 TO 23, AND A READING ON A TORQUE PROBE OF 276 TO 350 INCH POUNDS. THE MINIMUM ANCHOR LENGTH FOR SOIL CLASS 4a SHALL BE 48 INCHES. i— NO No.77209 ; y� e jO ;•• , OAFTE •. �OR10P ase sae 3e ne v0 RECEIVED APR - 6 2021 Permitting Department St, Lucie Countj FILE COPY IIEWNEFEID FOR CODE COMPLIANCE Sio Ll1CIE COUNTY 013 0 C C 41�7.1 WEATHER KING P.O. BOX 108 PARIS, TN 38242 MASTER ANCHORING PLANS--FL0R1DA--FBC 2020 PROJECT NO: SHEET NUMBER Digitally signed by Kevin Nolan 13 DATE: 12-31-2020 DN: �0.9.2342.19200300.100.1.1=A014 DRAWN BY: KLN U"W&, 10C000001740C89501F00044A8h e r K i AP -n= e in Nolan, c=US CHECKED BY: KLN f Date: 2020.12.31 10:33:28-06'00' P O RTA B L EE BUILDINGS REVISION: SCALE: NONE No .' .•v;GENS'•.;'li'. yt ; No.77209 Q •, ., OF E i •.'CORIOP SCHEDULES FOR GROUND ANCHORS W/ STRAPS UPLIFT ANCHORAGE SCHEDULE FOR WIND UP TO 120 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-0" 8'-0" 2 2 3 3 3 4 - - - - - 10'-0" 2 2 2 3 3 3 3 4 4 4 4 - 11'-2" - 2 2 3 3 3 3 3 3 3 3 4 UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-0" 8'-0" 3 3 4 4 4 5 - - - 10'-0" 3 3 3 3 4 4 4 4 5 5 5 - 11'-2" - 2 3 3 4 4 4 4 5 5 5 5 UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 37-0" 8'-0" 4 4 5 5 5 5 - - - - - - 10'-0" 4 4 4 4 5 5 5 6 6 7 7 - 11'-2" - 4 4 4 5 5 5 5 6 6 7 7 MASTER ANCHORING PLANS--FLORIDA--FBC 2020 Digitally signed by Kevin Nolan DN: k09.2342.19200300.100.1.1=A014 10C000001740C89501F00044A8 t�4, ..='Kevin Nolan, c=US (r, �3cn 02 � Date: 20.12.31 10:33:57 -06'00' PROJECT NO: DATE: 12-31-2020 i DRAWN BY: KLN fecitnKil I CHECKED BY: KLN PORTABLE BUILDINGS REVISION: SHEET NUMBER S-1.0-AP SCALE: No k 5�,.�•v�GENS����'. * ; No.77209 • ; p •'•, ,C.S OF TATE .......... SCHEDULES FOR EYE ANCHORS BOLTED TO BUILDING UPLIFT ANCHORAGE SCHEDULE FOR WIND UP TO 120 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-0" 8'-0" 2 3 3 4 4 5 - - - - - 10'-0" 2 3 3 3 4 4 5 5 5 6 6 - 11'-2" - 2 3 3 3 313 4 4 4 4 5 UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-0" 8'-0" 4 4 5 5 6 6 - - - - - - 10'-0" 3 4 4 4 5 5 6 6 6 7 7 - 11'-2" - 3 4 4 5 5 5 5 6 6 7 7 UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'4' 26'-0" 28'-0" 30'-0" 32'-0" 8'-0" 5 5 6 6 6 7 - - - - - - 10'-0" 4 5 5 5 6 6 7 7 8 9 9 - 11'-2" - 4 5 5 6 6 7 7 8 8 8 9 MASTER ANCHORING PLANS--FLORIDA--FBC 2020 P Digitally signed by Kevin Nolan PROJECT NO: SHEET NUMBER �i DN: DATE: 12-31-2020 0 9.2342.19200300.100.1.1=A014 DRAWN BY: �10C000001740C89501F00044A8Wea r K i n KLN 1-AP 4 K in Nolan, 01 F CHECKED BY: KLN Date: 2020.12.3110:34:18 06'00' PORTABLE BUI DIN REVISION: SCALE: CONCRETE SLAB TIE DOWN ANCHOR. REFER TO SCHEDULE FOR SPACING (TYP) ATTACH ANCHOR TO CONCRETE W/ %" DIA. EXPANSION BOLT W/ 3" EMBEDMENT (TYP) ,.v�GENs�,,��i yE ; No.77209 O •'•. ",5 OF TATE Zoo i •. �OR�OP ATTACH ANCHOR TO RIM BOARD W/Y2" 0 BOLT W/ WASHER (GALV.) N REFER TO SCHEDULE FOR ANCHOR INFO. U PROVIDE 2x TRTD BLOCKING AT BOLT LOCATION. PLACE W/ GRAIN RUNNING VERTICALLY. ATTACH TO RIM JOIST W/ (6) 10d NAILS MIN. REFER TO SCHEDULE FOR ANCHOR INFO. u FINISH GRADE 1-BOLTED EYE ANCHOR DETAIL 20 GA. x 1Y4" WIDE GALVANIZED STRAP EXTENDED OVER SKIDS. ATTACH TO ANCHOR W/ SLOTTED BOLT PER MANUF. SPECS. CONCRETE SLAB ON GRADE BY OTHERS. 4" MIN 3-TYPICAL CONCRETE ANCHOR W/ STRAP DETAIL OUTSIDE SKID (TYP) 0 z LQO FINISH VO U GRADE � � L cn iL 20 GA. x %" WIDE GALVANIZED STRAP EXTENDED OVER SKIDS. ATTACH TO ANCHOR W/ SLOTTED BOLT PER MANUF. SPECS. FINISH OUTSIDE GRADE SKID (TYP) 2-TYPICAL ANCHOR W/ STRAP DETAIL RECOMMENDED GROUND ANCHOR SCHEDULE SOIL CLASS ANCHOR DESCRIPTION 0 ROD x 48" LONG w/ (1) 6" HELIX Y/4' 0 ROD x 48" LONG w/ (1) 6" HELIX 4a 3/4" 0 ROD x 48" LONG w/ (2) 4" HELIX EYE ANCHOR - %" 0 ROD x 48" LONG w/ (1) 6" HELIX EYE ANCHOR - 3/4" 0 ROD x 48" LONG w/ (1) 6" HELIX NOTE: REFER TO NOTE 8 ON SHEET S-0 FOR SOIL CLASS DESCRIPTION. MASTER ANCHORING PLANS--FL0R1DA--FBC 2020 Digitally signed by Kevin Nolan PROJECT NO: SHEET NUMBER J DN: DATE: 12-31-2020 F 0.9.2342.19200300.100.1.1=A01 AM" 4100000001740089501F00044 DRAWN BY: /- c/��/ri✓�I'� KLN S-2.0—AP pp� A84; cn=Kevin Nolan, c=US CHECKED BY: KLN ,� --Date 02 20.12.31 10:34:41 Weclither Kiffg �',-06'00' PORT B LIE BUILDING - I REVISION: SCALE: 1"=1'-0 ATTACH ANCHOR TO RIM BOARD W/Y2" 0 BOLT W/ WASHER (GALV.) .1 PROVIDE 2x TRTD BLOCKING AT BOLT LOCATION. PLACE W/ GRAIN RUNNING VERTICALLY. ATTACH TO RIM JOIST W/ (6)10d NAILS MIN. FINISH GRADE OUTSIDE SKID (TYP) 20 GA. x 1Y4" WIDE GALVANIZED STRAP EXTENDED OVER SKIDS. ATTACH TO ANCHOR W/ SLOTTED BOLT PER MANUR SPECS. REFER TO SCHEDULE I I ° = REFER TO SCHEDULE FOR ANCHOR INFO. U FOR ANCHOR INFO. U U OPTIONAL 16"x16"x4" SOLID MASONRY OPTIONAL 16"x16"x4" SOLID MASONRY BLOCK PAD. REFER TO SCHEDULE BLOCK PAD. REFER TO SCHEDULE FOR QUANTITY AND SPACING. FOR QUANTITY AND SPACING. (TYP) 1-BOLTED EYE ANCHOR DETAIL W/ OPTIONAL BLOCK PAD OPTIONAL BLOCK PAD SCHEDULE BLDG NUMBER OF PADS BENEATH EACH SKID WIDTH 10'-0" 12'-0" 14'-0" 16'-0t 20'-0" 22'-0- 24'-0- 26--0" 28'-0" 30'-0' 32'-0" 8'-0" 2 3 3 310'-0" 2 2 2 311'-2" - - - 3 3 3 3 3 3 3 4 NOTES: 1. BLOCK PADS ARE OPTIONAL. 2. BLOCK SIZES SHOWN ARE NOMINAL. PADS MAY CONSIST OF EITHER A SINGLE 16x16 BLOCK OR (2) 16x8 BLOCKS. 3. BLOCK PADS SHALL BE PLACED WITHIN 12 INCHES OF EACH BUILDING CORNER. ADDITIONAL PADS, AS REQUIRED, SHALL BE SPACED EQUALLY. �,0 J�N• L. No No.77209 • ; p ••,',s OF E 2-TYPICAL ANCHOR W/-STRAP DETAIL W/ OPTIONAL BLOCK PAD FINISH GRADE MASTER ANCHORING PLANS--FL0R1DA--FBC 2020 Digitally signed by Kevin Nolan PROJECT NO: SHEET NUMBER DN: DATE: 12-31-2020 0 9 2342.19200300.100.1.1=A014 DRAWN BY: KLN vlly��� 10,C000001740C89501F00044A8 Ir,ot KLN _2� _AP 4, cn Kevin Nolan, c US WeaCHECKED BY: Date: 2020.12.31 10:35:04-06'00' �/�� PORTABLE BLE BUILDINGS REVISION: SCALE:1"=1'-0 NATIONAL DESIGN, INSPECTION &ASSOCIATES, INC. RQ RO\ 67.7 RUSSEI-I_I•'1LLl:;RL,fJ1,1;1LLJ5653 NIONB: 2S6-332-4157 F 4,V. 256.332-2806 January 13, 2021 Mr. Thomas Campbell Florida Department of Business & Professional Regulation Manufactured Building Program 2601 Blair Stone Road Tallahassee, FL32399 RE: Plan Approval: Residential Lawn Storage Shed Manufacturer: Weather King Portable Buildings Plan Number/Name: PER210076 Dear Mr. Campbell, Pursuant to the requirements of the Department of Business & Professional Regulation, the above referenced documents have been reviewed for compliance with: 2020 Florida Building Code, 7th Edition 2017 National Electrical Code (NFPA-70) Florida Product Approval Rule 61G20-3.006 (FAC) A signed and sealed set of plans are maintained on file in the Third Party Agency office of National Design & Inspection. All mandatory comments have been satisfied and plans are approved for construction by a modular building manufacturer that is currently approved by the Department of Business & Professional Regulations. If you have questions or require my assistance in any way, please do not hesitate to contact me. Respectfully submitted, Phillip E. Robbins Florida P.E. #49070 Structural Calculations for Weather King Portable Buildings Lofted Barn 160 mph Wind Load, Exposure C 2020 Florida Building Code ,OJ,,,y.•''�' * No.77209 ? t. STATE i '••LO>;ito�• o� December 31, 2020 Digitally signed by Kevin Nolan NDI i0.9.2342.19200300.100.1.1=A014 "APPROVED" 100000001740089501F00044A8 DOCUMENT P9) 1�/(i^�j`{' 4,<n=Kevin Nolan,c=—U5 4/�lIVIE V 1 Date: 2021.01.0712:34:03-06'00' Approved byy P111111p E Robbins Florlda PE-49070 �.� ' e 4e Plan NO. PER210076 Date:1/11/2021 -9savi l :>84 _,R2S 'wlw'0 +[,IIfPWu NwNM.11l®vl) tPN.` WIw![. w {w1Ni' �II11PY�d 1lfT apk4 Ni. •: .m„ •ir•a p3� lna..n ml p.Nr. p [,nT THIN[ pH NNHI M!NIK,gpN HHT pal+lul KI ti. IIM Ima INI ql HiTl+e u•w NNHa {W /p Tlw '[ T•alHa •'•+•!q w,N[N•HT NI,T�N i wwll. [ 'IH,• •iT,. .naofTi pl Fwa; •up (V,) 1, Iu�.VH 6A) •q •N wllT •1 •NNT wN [ ulT4 •Irmtn r�T TT•N1 '1 TTTigt I iZOd/ M :9{eQ 9LOOMil •oN ueld 0100-3d � Fold sulggo�j a dIIIINd nq peno(ddy SDI \eST l* �Q( BST 1N�W� oo c,XBAOUdd%o ION "'A sj o. z V, lcu— 7 /',7 aN5 (XNnp2f :9 1sd oy 416'07 _PA17 Zlpo7_:f �5rsa °.a -.:(sJ o•r b'd/4 fs 'f x t/ c� sLs(as 9 AP : a -*a 14 �Sf�� ySi3OM S'C = (gq?-PwlNs) I/V'dop& h I _ 9vittLt��-d/s Qso „'lam Zf-Cd 9'0 = a h(I RD sa:att�2S • S•Q bo7 �6+3Gf . SQH'7 N�fS�d �S 'fry 9/ y7S'!!1 'S.� 2L3c1 •2' � L�v� �►_ 6'.7 S/S/2! W::..,N::..D;:..OADJNGA;., ManNALYSIS_ ;Wtn:.d. -Resist fng...ys ter.n. PerASCE 7 16 Code for Enclosed or Partially Enclosed Buildings. Using the Envelo a Procedure (Sect '::' 8) for Low Rise Buildin s Job Name: Weather King Sub ect: g Job Number: Originator: Checker: Input Data: Wind Speed, V = .1460 _?::; mph (Wind Map, Figure 26.5-1A-D) Bldg. Classification = ::' I :'- W (Table 1.5-1 Risk Category) Wind Exposure Category = > C (Sect. 26.7) `� B Ridge Height, hr = :;12.00� ft. Or >= he) Eave Height, he = ` -8 00. ft. (he <= hr) E Building Width = ;. [2.00 ft. (Normal to Building Ridge) I � Building Length = 32.00 7 ft. (Parallel to Building Ridge) Roof Type = ! Gable . (Gable or Monoslope) Topo. Factor, Kzt = 7400 . (Sect. 26.8 & Figure 26.8-1) Plan Direct. Factor, Kd = ,'::.0.85 (Table 26.6-1) Enclosed? (YIN) Y :: .: (Sect. 26.2 & Table 26.13-1) Hurricane Region?, N 0 o hr - Resulting Parameters and Coefficients, h<=60' he Roof Angle, 0 = 20.00 deg. L _ Mean Roof Ht., h = �� 10.00 ft. (h = (hr+he)/2, for angle >10 deg.) Elevation Check Criteria for a Low -Rise Building: 1. Is h <= 60' ? Yes, O.K. = 2. Is h <= Lesser of L or B? External Pressure Coefrs., GCpf (Fig. 28.3-1): (For values, see following wind load tabulations.) Positive & Negative Internal Pressure Coefficients, GCpf (Table 26.13-1): +GCpI Coef. = 0.18 (positive internal pressure) -GCpI Coef. = 0.18 (negative internal pressure) If h < 15 then: Kh = 2.01 *(15/zg)^(21a) (Table 26.10-1)®� If h >=15 then: Kh = *(z/zg)^(2ia.) 2.01 (Table 26.10-1) !!I u = 9.50 (Table 26.11-1) MAPPR®UELlO zg = __ (Table 26.11-1) �p Kh = 0.85 (Kh = Kz evaluated at z = h) -DOCUMENT Velocity Pressure: qz = 0.00256*Kz*Kzl*Kd*V^2 (Sect. 26.10.2, Eq. 26.10-1) qh = 47.29 psf qh = 0.00256*Kh*Kzt'Kd*V^2 (qz evaluated at z = h) Design Net External Wind Pressures (Sect. 28.3.1): p = qh*I(GCpo - (+/-GCpi)] (psf, Eq. 28.3-1) Wall and Roof End Zone Wldths'a' and'2*a' (Fig. 28.3-1): a = w.3.00 ft. Approved by Phillip E Robbins _ Florida PE-449D0070e 2'a = 6.00 ft. . Plan No. PER210076 Date:1/11/2021 MWFRS.Wind Wad.forkoad.Case A MW FRS.Wind Load for Surface , P �-Net P surbs (psf !Cpf Net Pr6ssueb§ (Psf) (wl 4. CIJI) � (wt.Gcpj) Zone 1.... 0.53 16.55 33.57 one.1 .�'. - 0.45 -29T.79 -12.77 .................. Zone 27 0.69 --- 14 - --- -24.12 Zone 2 ;; -0-69 -41.14 -24.12 Zane 3 0.48 -3 .21 -1419 for .0.37 -26.01 -8.98 -0. -11-82 -0.45 -29.79 -12.77 _Z 10.40 27.43 ......... .... -0.29 22.23 -5.20 E.<'.:**. 0.80 29.32 46.34 -0.48 -31.21 -14.19 1.07 -59.11 -42.0 'Zdn& 2E -1.07 -59.11 -42.09 ...... -0.69 -41.14 -24.12 i2one.; iL -0.53 -33.57 - ---------- -16.55 .... .-21.75 ch0AE: -0.48 -31.21 -14.19 ...... 6 , df E.33 Zone -0.43 -28.85 -11.82 *Note: Use roof angle a = 0 degrees for Longitudinal Direction. For Case A when GCpf is neg. in Zones 212E: For Case B when GCpf is neg. In Zones 212E: Zones ME dist. = 6.00 ft. Zones 2/2E dist. = 16.00 ft. Remainder of roof Zones 212E extending to ridge line shall use roof Zones ME pressure coefficients. "MWERS Wind Load for:Load Casok-Torsionaltase' Wind Lbad for Case Sjorsiotial.Pase Surface GCpf ip iNet Prb§s6r6.psf qrface.GCpf: , iwl+GC _P r"e§s(ti(osf) . w Cpi 'GCpj) 1).W/=GCpi) Zone'IT . . . .. . ......... 4.14 8.39 20he I T -7.46 -319 ::1� one. 2T. 10.29 -7.80 -6.03 -3.55 Zoin62T:: one,3T --- -10.29 -6.60 -6.03 -2.25 .... I . ...... --- . ......... -7.21 -2.96 ....... :.Zono.4.T:!: nR.5T --- -:..45 ...... ..... 2.60 3.19 6.86 7. a --- -Zohe'6T ------- - -1.30 Notes: 1. For Load Case A (Transverse), Load Case B (Longitudinal), and Torsional Cases: Zone 1 Is windward wall for Interior zone, Zone I E is windward wall for end zone. Zone 2 is windward roof for Interior zone. Zone 2E is windward roof for and zone. Zone 3 is leeward roof for interior zone. Zone 3E Is leeward roof for end zone. Zone 4 is leeward wall for interior zone. Zone 4E is leeward wall for end zone. Zones 5 and 6 are sidowalls. Zone 5E & 6E is sIdewalls for end zone. Zone IT is windward wall for torsional case Zone 2T Is windward roof for torsional case. Zone 3T is leeward roof for torsional case Zone 4T Is leeward wall for torsional case. Zones 5T and 6T are sidewalls for torsional case. 2. (+) and (-) signs signify wind pressures acting toward & away from respective surfaces. 3. Wind loads for torsional cases are 26% of respective transverse or longitudinal zone load values. Torsional loading shall apply to all basic load cases applied at each reference corner. Exception: One-story buildings with "h" - 30', buildings <= 2 stories framed with light frame construction, and buildings 2 stories designed with flexible diaphragms need not be designed for torsional load cases. NDI Approved ,, 11 Phillip E Robbins (MAIPPROW,,)Florida PE-49070 DOCUML, Plan NO. PER210076 Date: Ill 1/2021 WIND LOAb1NG.ANALYSIS Main Wind Force Resisting System .. Per ASCE 7.16 Code for Enclosed or Partially. Enclosed Buildings ': Using the Envelope Procedure (Section 28 for Low -Rise Budding s Job Name: lWeather King I Subject: Job Number: Originator: IChecker: Input Data: Wind Speed, V = •::.160.:: mph (Wind Map, Figure 26.5-1A-D) Bldg. Classification = 'I (Table 1.5-1 Risk Category) Wind Exposure Category = (Sect. 26.7) B Ridge Height, hr = .12.00 ft. (hr >= he) Eave Height, he = 7 8.00� ft. (he <= hr) Building Width =, :12.00 ft. (Normal to Building Ridge) Building Length = '32.00 ft. (Parallel to Building Ridge) L ' Roof Type = Gable (Gable or Monoslope) Topo. Factor, Kzt = 1..00 (Sect. 26.8 & Figure 26.8-1) Plan Direct. Factor, Kd = 0.8.5 (Table 26.6-1) Enclosed? (Y/N) �:rvY:�: : (Sect. 26.2 &Table 26.13-1) Hurricane Region? N" g o hr Resulting Parameters and Coefficients: he Roof Angle, 0 = L _60.40 Mean Roof Ht., h = 10.00 ft. (h = (hr+he)/2, for angle >10 deg.) El.tlon Check Criteria for a Low -Rise Building: 1. Is h <= 60' ? Yes, O.K. 2. Is h <= Lesser of L or B? External Pressure Coeffs., GCpf (Fig. 28.3-1): (For values, see following wind load tabulations.) Positive & Negative Internal Pressure Coefficients, GCpf (Table 26.13-1): +GCpf Coef. _ _0.18 (positive internal pressure) -GCpf Coef. = 0.18 (negative internal pressure) � If h < 15 then: Kh = 2.01 *(15/zg)11(2/a) (Table 26.10-1)®� *(z/zg)^(2la) If h >= 15 then: Kh = 2.01 (Table 26.10-1) cc = 9.50 (Table 26.11-1) 'VAPP zg = 9OO (Table 26.11-1) i®UE61" yF Kh = 0.85 (Kh = Kz evaluated at z = h) DOCUMENT Velocity Pressure: qz = 0.00256*Kz*Kzt*Kd'VA2 (Sect. 26.10.2, Eq. 26.10-1) qh = 47.29 psf qh = 0.00256*Kh*Kzt*Kd*V^2 (qz evaluated at z = h) Design Net External Wind Pressures (Sect. 28.3.1): p = qh*[(GCpf) - (+/-GCpi)] (psf, Eq. 28.3-1) Wall and Roof End Zone Widths'a' and'2*a' (Fig. 28.3-1): Approved by Phillip E Robbins a = 3.00 ft. . Florida PE-49070 2*a _ .... 6.00..._ ft. li e Plan No. ER210076 Date:1/1112021 RS WlndLbad-foeLb;d.Ca"Al'-'".'. .. ... MWFRS WInd.Load.for. Load Casb.B:' Sufface GCpf P :N6t Pressures. Surface ' "GCpf ." pii.Net Pressurbsbsf) (Q.*GCpi)j'(w14QC .I0 .(w/ +GCpi) ( w/ :.GCpl) Zone 1 0.56 17.97 34. 14 t9_ .'�2one.1 4.45 -29.79 -12.77 0.33 6.94 23.96 .2 -0.69 -41.14 -24.12 -0.41 . . . -27.90 ........ . -10.88 Z -0.37 -26.01 -8.98 Zone 4 -0.37 -26.01 -8.98 �T-47' Zone ib�7 -0.45 0.40 -29.79 - ------- 10.40 -----12.77 27.43 .. ...... . Zone 6 .2ow6.':- -0.29 -22.23 5.20 6h 'b IE 0.69 24.12 _i0_.88__'__ 41.14 -0.48 -14.19 27.90 26'fib'-'2E -1.07 �LL-31.21 -59.11 -42.09 -32.79 -16.76 i: one SE -053 -33.67 -16.55 -0.48 -31.21 - -14.19 :Zohe4E:' -0.48 -31.21 -14.19 . ... . ... .. ......... Zone 5E � 0.61 2033 37.3 -0.43 -28.85 -11.82 one.6E *Note: Use roof angle 0 = 0 degrees for Longitudinal Direction. For Case A when GCpf is neg. in Zones 212E: For Case B when GCpf is neg. in Zones ME: Zones ME dist. = N.A, ft. Zones ME dist. = 16.00 ft. Remainder of roof Zones ME extending to ridge line shall use roof Zones 313E pressure coefficients. MWFRS..Wind Load.fonLoad.Case Ajorsional Case..-< "MWFRS.Wind Load for,Case 13,76isional Case Surface , GCpf 3, 1 Net.Pressbre (p Surface :GCpf t`0 et Pr6ssure:(psf) Lw/-+GCpi) -(w1.;-'GCPI) *GCp I) -"--.'-.'(w/;GCpij 4.49 8.76 ::Zone.*JT'.� --- -7.45 -3.19 h one.2P. -10.29 -6.03 Zone 3T --- -6.97 -2.72 --.'-Zone:,., -6.50 -2.25 Zone 9T --- -6.50 -2.25 .. . ...... one). .9ne) ..:Zone. --- 7.45 2.60 . ..... -3.19 6.86 . ...... T-.30 Notes: 1. For Load Case A (Transverse), Load Case B -(Longitudinal), and Torsional Cases: Zone I is windward wall for interior zone. - Zone 1 E is Windward wall for end zone. Zone 2 is windward roof for interior zone. Zone 2E is windward roof for end zone. Zone 3 is leeward roof for interior zone. Zone 3E is leeward roof for end zone. Zone 4 is leeward wall for Interior zone. Zone 4E is leeward wall for end zone. Zones 5 and 6 are sidewalls. Zone 5E & ISE is sidewalls, for end zone. Zone 1T is windward wall for torsional case Zone 2T is windward roof for torsional case. Zone 3T is leeward roof for torsional case Zone 4T Is leeward wall for torsional case. Zones 5T and IST are sidewalls for torsional case. 2. (+) and (-) signs signify wind pressures acting toward & away from respective surfaces. 3. Wind loads for torsional cases are 26% of respective transverse or longitudinal zone load values. Torsional loading shall apply to all basic load cases applied at each reference corner. Exception: One-story buildings with "h" - 30', buildings - 2 stories framed with light frame construction, and buildings <=2 stories designed with flexible diaphragms need not be designed for torsional load cases. NDI Approved by Phillip E Robbins , Florida PE-49070 eaAppROVED DOOUMENT Pien No. ER210076 Date; 21 kIALC. STUNS = /►lflx c,/ALL / )GHT = 7 " SPF # Sx = 3, rr.3 x 5, Sr, ),v y F = 1WO KS I /Pearl aa/rr .Vz)s SIZE F•sr-roR, GF = /, QEPe-Fi7-JVF Mt=inS&-R F•gc iO'R', cR 6 ag1> DW;?,S,7a v Fo9-7aR, co = 1.G (w,-„D) ,41,LdL,4 BE.jM-14 srPes5 F = FS CD cF cR 6UJ ` oY PGArVE' wiNT� Lo,9� ZeNG� GdMP C[.,apol-4- AFF�a FTt 3 3 t,/ = yJ, PSF = 5"6 _ PLF M = (7, G 7)' = y/.x ,l6 = y/ r 1 G )t Ps7 -e F 3,aG►N3 l7 L�Z37oN : ReF FSc 7W.5G6 /Gay, 31 FooTi�/o7F F �w 5�039"/�r��i7as��7.c7Jy o, 905 �17 38'y (/yooJ (63G r,• y Pei� TgBLr 16ay.3 0.1-e '?dc? ) y ° (may/IG SI�B,v WDl 4o,9D cdMB)A14-77a1v P* Ra = 1 P5F OAf1 PM) F-9 14BO TA$LF �/4 (,97TijC) 1J, ►J / Cb = 1, (l 00`®CiUM`,.;.+ I �9LLah/s� 3Lr t3�i�J%1N� � �O P5F 5h►! RR = 133 PsF Approved by Plillllpp E Robbins p 7t Florida PE-49070 < 3 y DEFL�z77e�v = Plan No, PER210076 Dale-1/11/2021 a TABLE 20 UNIFORM LOADS (psf) ON APA RATED QS9 SHEATHING, MULTI -SPAN, NORMAL DURATION OF LOAD, DRY CONDITIONS, PANELS 24 INCHES ---------------- OR WIDER Strength Axis[*) Span Load Perpendicular to Supports Parallol to Supporls Rating(°! Governed Span Conlerlo-Center of Supporls Span Center•lo•Contor .. (Inches) of Supports finches) 12 16 19.2 2d 30 32 36 40 48 60 12 16 24 L/360 261 98 54 26 13 10 48 18 U240 392 147 81 39 19 16 72 27 24/0 L/180 522 196 107 52 26 21 96 36 Bending 250 141 98 63 40 35 81 45 ' Sheer l 248 179 147 116 91 85_ 248 179 : ._.__..----•- t/360 339 ------ 128 70 - 34 — _. 17 .._- 14 12 70 26 .... .. L/240 509 191 105L80 25 20 18 104 39 t 24/16 L/180 679 255 140 33 27 24 139 52 i i Bending 321 180 125 51 45 29 96 54 Sheer 286 207 169 105 98 83 286 207 L/360 500 188 103 50 24 20 18 13 109 41 14 L/240 750 282 154 75 37 30 26 19 163 61 21 32/16 L/180 1,001 376 206 100 49 40 35 25 218 82 28 Bending 371 209 145 93 59 52 33 27 138 77 28 Sheer 314 228 _ .... 186 147 116 - - 108 92 82 314 228 141 L/360 979 368 201 98 48 39 - 34 25 16 ... 244 92 -- 31 1/240 1,468 552 302 146 72 58 51 37 24 365 137 46 40/20 L/180 1,958 736 403 195 96 78 69 49 32 4B7 183 62 i Bending 625 352 244 156 100 86 56 45 31 225 127 45 j Shear 390 283 232 182 144 134 114 102 88 390 283 175 i L/360 1,740 655 358 174 85 69 61 44 29 _ _ 14 398 150 51 L/240 2,610 982 537 260 128 104 91 66 43 21 597 225 16 i 48/24 L/180 3,480 1,309 716 347 170 139 122 88 57 28 796 300 101 j Bending 833 469 326 208 133 117 74 60 42 27 338 190 68 j Shear 476 345 282 222 175 164 139 125 108 85 476 345 213 (o) The strength axis is the 1png panel dimension unless otherwise identified. i (b) Nominot thickness moywry within Spon Rofing. For range of thicknesses, see Table 5 of APKs Panel Design Spediicolion, Form D510. .; (c) Some copadlies may be increosed by opplicalion t of farm ilos in Panel Design Specnicolion, Form DSI O. 1 NDI ' !APPROVED" d)®CUAnf-,_•T Approved by Phillip E Robbins Florida PE-49070 Plan No. TER210076 'Date' 1/11/2021 - i9'LTFRNA%� ?-&F Sb"7Wj/vA SPz/F/G/J-TIocN . i/9$LE !r 1�1,60k448L.A' BEND/n/q 77 /FsF 7 ;r Psl= '/3G0 PWr/,eC77dn/ -V PST GOAD C410413/n/,4770N D. J7J. r /'YF < O/C ND# INAPPROVEDW DOCUMENT Approved by Phllllp B Robbins Florlda PE-49070 _ Plan No. PER210076 Date:1/11/2021 TABLE to UNIFORM LOADS IPSF) ON APA RATED PLYWOOD SHEATHING. MULTI SPAN, NORMAL DURA710N OF LOAD, DRY CONDITIONS, PANEl.S 24 INCHES OR WIDER Strength Axis(,) Span Load -- - -- - Perpendicular to Supports . — - -- --- — parallel le Supports Ruling(') Governed Span Corner-lo-Cenlor of Supports Span Confer-fo-Cantor _ _ _-inches --_ - of Supports (inchas� _ 12 - -16 19.2 24 30. 32 36 40 48-- 60 12 16 24 L/360 287 )OB 59 29 14 11 10 16 2.140 431 _ 162 89 43 21 17 15 23 24/0 L/180 .5741 216 Us 57 24 23 20 31 Bending 200 _ .117 81 52 33 29 19 45 Shear 295. .214_ 17_5 138 109. 102 86 524 L/360' 544 205 112 -F77 27 22 19 14 35 13L/240 816 307 168 40 32 29 21 53 20 L/180 1,088 409 224 53 43 38 27 70 27 Bending 308 1.73 120 49 43 27 22 77 43 Shear 381 276 226 140 131 111 100 657 476 L/360 1,088 409 224 108 53 43 38 27 18 78 29 10 L/240' 1,631 614 '336 163 80 65 57 41 27 117 44 15 40/20 L/180 2,175 818 448 217 106 67 76 55 36 157 59 20 Bending 521 293 203 130 83 73 46 38 26 125 70 25 Shear.' 467 338 277 218 172 161 136 122 106 8)9 593 367 L/360 ),914 720 344 191 94 76". 67 48 31 IS 283 106 36 L/240 2,871 1,080 591 286 140 114 100 72 47 23 424 160 54 48/24 L/180 3,828 1,440 788 382 187 152 134 96 63 31 566 213 72 Bending 775 436 303 194 124 109 69 56 39 25 225 127 45 Shear 571 414 339. 267 211 197 167 150 129 102 1,381 1,000 619 (a) The strcnath oais.(s the lopq panel dimeni;on untess otherwise identified. (b) Nominal Ihickness may very vn7hin Spot,Roling. For rongeof Ihicknesses, seq Table 5 of APA's Panel Design Specificoiien, Farm 0510. (c).Tobulolod values are based cp the mdsl conservative pWood construction, us shown in Table 6. Some copocgies may be increased byapplicalion of formu�os)n Panel Dnsign'Spccilicdlion, Form DSIO. - NDI uAmOVED" DOCUMENT Approved by P111111p E Robb)ns Florlda PE-49070 Plan No, PER210076 Date;1/11/2021 t%/AL1_ 5J�//liG : dV�- of P�/a•v& c,/iND Ld,g� SJI>>AA-, SUPPIrT&7,1 49 /6 " PER FL3G 74BGE- d.3dY 6.1 J FocTN07Z" C �t/�G 5Ji%N fz4w v FRal,'J /vD-5 T,15&&3 /v? 9..z-1 r,Rv 34we Z f jFA,D ./ - 577?E,V6T1J7 5 5 = 1 J /fr PA.vt� w�D7h' PfIN�'Z SHEAR - iN - 706 ?Z-4AI , Fs = JSp r3F jFr P, 1.Z w ) 1>77f PA,✓�L 84�uVlNa. 577FFNE35I* EZ = 14000 /S -+N%FrPMAARZ VID77Y .. /7EP1~ = 1O Fr' ZdNF S FJ?CyuJ-e - yq�r , /; WORST C.45E SPA,tJ GdMDJT7c/, 13CAIblN4.: k/6 FCF 5 CD _ yG(ils)().4) > y4. V� sNEAre: W r Fs CD JR��isaxi.c� - 3JS-rYF > tly.fr 57-/F1=,uc3s : ��� o PEJ? FS� T.9BZE /z oY. 3 PR635ORE = o.-7 (,YY, �� 31 • N P,�h !1/e = 2a�b E- 7 .lSw c aa�o �JGaoo,�i l%o) .. y IGo P.SF 0-;44 3Js, L P sAolirrs/De P/)A� ' - R&-F. ESR - 13 0 l 143LE- ,4LLcw. V utr = ) Fla 14jP - &7CPd5uze c aA HDI ampP-,OVED" DOCUMENT Approved by Phillip E Robbins Florida PE-49070 Plan No. PERM076 Date, 1/1112021 ESR-1301 Most Widely Accepted and Trusted Page 7 of 12 j TABLE 313—PANEL SIDING INSTALLED VERTICALLY WITH 0,113•INCH NAILS - �ll MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED. V..., PERFORMANCE CATEGORY MAXIMUM WALL FASTENER SPACING' MAXIMUM ULTIMATE MAXIMUM ULTIMATE DESIGN STUD SPACING' (Inches o.c.) WIND PRESSURE WIND SPEED, V i' (mph) (itches) (psi Edges Field Wind Exposure Category 8 C D 16 j1 12 72 160 140 130 6 133 200' 180 180 ' 318 (-) 24 6 12 48 140 116 - 6 96 180 160 150 16 6 12 72 160 140 130 6 133 200' 180 180 7i16 24 6 12 48 140 115 -- 6 g6 180 160 150 16 6 12 72 160 140 130 6 133 200' 180 180 19/32 24 6 12 48 140 115 -- 8 96 180 160 150 P., Al. 4 1—h - 7C ...,., a 'Fasteners shall be a hot dipped galvanized plain (smooth) shank nail, with a minimum shank diameter of 0.113 inch, and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 Inches. Tabulated values assume full penetration of the fastener into the wall studs, i.e., fastener penetration = fastener length - siding thickness. 'Wall studs must have a minimum specific gravity of 0.42. 'Fasteners shall be hot dipped galvanized plain (smooth) shank, carbon steel nails, with a minimum shank diameter of 0.113inch, and enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 inches. 'Three -second -gust; based on wind pressures acting toward and away from building surfaces, at 30-feet height In Zane 5 Rh sm ( ���Q?� effective area per Chapter 26 of ASCE 7-10 and ASCE 7-16, and Section 1609.1.1 of the 2012/201512018 IBC. �1�1 Xb 1 'Table R301.2(2) of the 2015/2018 IRC Is limited to a maximum ultimate design wind speed, Wt. of 180 mph. � AbVE � TABLE 3C—PANEL SIDING INSTALLED VERTICALLY WITH 0.092-INCH NAILS _ MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED, V..d' PERFORMANCE CATEGORY MAXIMUM WALL STUDSPACING' (Inches) FASTENER SPACING' (Inches o.c.) MAXIMUM ALLOWABLE WIN13 PRESSURE (psi) MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED, V..d' (mph) Edges Field Wind Exposure Category B C D 318 16 6 12 26 100 85 6 52 145 120 110 24 B 12 17 85 -- _ 6 35 120 100 90 ' 7/16 16 6 12 26 100 65 - 6 52 145 120 110 24 6 12 17 85 - -- 6 35 120 100 90 19132 16 . 6 12 26 too 85 -- 6 52 145 120 110 c.., 01 41-o�. 24 6 12 17 85 6 35 120 100 9D . _. _.. ...,.... - , pa --.,.mpn - 1.0 Rpn. 'Tabulated values assume full penetration of the fastener into the wall studs, Le., fastener penetration = fastener length -siding thickness. 'Wall studs must have o minimum specific gravity of 0.42. 'Fasteners shall be hot dipped galvanized plain (smoolh) shank, carbon steel nails, with a minimum shank diameter of 0.092 Inch, and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 1% Inches. Configurallon cannot be used for lateral bracing due to nail size. 'Three -second -gust; based on wind pressures acting toward and away from building surfaces, at 30-fe, Approved byy Phillip E Robbins per Chapler 6 of ASCE 7.05, Section R301.2 of the 2009/2012 IRC, and Section 1609.1.1 of the 20091 Flnrlrla 09:_A0n7n Plan No. E� R210 'Date' /11/2021 SI171N� �t}77'f}CHMENI . 01 3�$ n x O, IJ3 rr 1?1n/C, 5941VX NA/1.5 pee rtiDS ► • a , 3 . IA/� 1 F(do GD 5PF G = 0, YA f}LLoWA$Gr k11 ►".Df? X1,4Z� (A/� %/GD = 36(j.G, * 5V 1$11N, /V/AJl. ?EIVk'TIZADOA1 1iVl)-D S—JVI ,gccdw, k11T}1Df2/1kV19L 5Y(I.>5) /+7AX NAIL ZdivC S C + C JOA� Z a.4P VERT/egC /V ETAL 51 D1•ve- a?,-)?oiv : R rS 5 U pPd'y @ /6 moo. C. Sy = I.313 S?A,0Ao'6 = 33.5 ro Z dN>r 5— I✓c)?ST G,gSF = 51NGL� SPAS CoN1i937d/V 1 P6316N WIND FdR PCFZ Z 7dA1 : V r a, /I n a o, 007 ok Approved by Pitllllpp E Robbins ►����nl� Florida PE-49070 Oti�V'v, PlaAgER2 0076 D�1/2021 /ni9x 1zeiPCT7aN @ STvD ocodl?5 dO X CCA"P)»o1V I�,Fft�770N /3� �Is6~ PzF, (r�a) jai 3 "r a. /3/ h/ - CD hJ� (I NA)c rAvTa S;vD a 1, 5- " J2 lUO '��Nw/L t�/,ALL :57-viD - .)xq @ 1G 3 . �.c � o, 99 � Fb = O, 9Y'�d•yiS r�si,� = � 390 ?.s/ 1, -!YP joy N!m ox 5-3,1 J=r 16 d o ,5;'6 ?sr < F6 o.< '"' /Y/E%fJL 5 � Dl�v(: a Y d`f}. SUr'PoR✓�� @—'- a, 73 � 9 L�otiJ W►ivD Lasr� = 5;a. 7 �Sf V4, 3 Psf (3 SP4A,' ) 4 k (d SP.g, v) WDI ®I fiG9_. i App ed by Phillip E Robbins Florida PE-49070 Plan No. PER210076 Date: 1/11 22021 UNION CORRUGATING COMPANY MasterRib Wall Panel Vertical Siding 36" wide, 29 ga. (min) Steel Panel over Wood Supports Span Condition Loading Type Allowable Load (psQ Support Spacing (ft 1.50 1.75 2.00 2,25 2.50 F2.75 1 3.00 1 3.50 4.00 Two Span Positive Negative 106.4 84.9 91.2 72.8 79.8 63.7 70.9 56.6 63.9 51.0 f 58.0 53.2 46.3 42.5 45.6 36.4 36.3 29.0 Three Span Positive Negative 120.9 1 96.5 103.7 182.7 90.7 1 72.4 80.6 64.4 72.6 57.9 66.0 60.5 48.3 51.8 41.4 45.4 36.2 Four or More Spans Positive Negative 116.4 92.9 99.8 79.6 87.3 69.7 77.6 61.9 69.858.2 55.7 t50.746.5 49.9 39.8 42.4 33.8 Notes: 1. Allowable load for each condition is the smallest load calculated based on fastener capacity, panel strength and and deflection limit of U120. Allowable loads are calculated for minimum 29 ga. panel. 2. The wind load is taken as 0.7 times the "component and cladding" loads for the purpose of determining deflection limit. 3. The panel allowable properties are determined from fill scale ASTM E1592-01 test at 4' 0" span 4. The panel fasteners are #9-15 or #10-14 x 1.5" long wood screws with washers. Fastener spacing across panel width is 9.0" o.c. in the interior supports and 3.5"-5.5"-3.5" o.c. at panel ends. S. Sidelap fasteners are 1/4"-14 x 7/8" long self drilling screws with washer at 24" o.c. 6. Wood supports are minimum 2" x 2" lumber. All supports must be designed to resist all loads imposed on the panel. 7. Minimum bearing width of support is 1.5". 8. The panels may span from bottom to top supports or side to side supports. 9. Panels must be installed as per Evaluation Report FL 9557.2 and Union current installation procedure. NDI OSAPPROVED� DOCUMENT %�����QGKA .. ,% �5'N S i94;ce. Co No 62240 C P O: tU� :'0 : STATE Q•' ��: �tID 14 _ Approved by ph111Ip E Robbins 1216 N Lansing Ave. Suite C . Florida PE-49070 Bala Sockalingam, Ph.D., P.E. Tulsa, OK 74106 ©� �' PE 62240 918 492 5992 Plan No. PER210076 Date,1/11/2021 t. /Zoo,= F)2'AV►i i", - Rr'F RiS, MODEL ov7-p vi 51, ) a.I „ ,5 a x I/ ?A F7Z-)�s Q d y" a G. w/ dry' 6OF7- 3ro157- A/AX R,4F7 3E.vp„�� vvi7YT o, �,7 SitF9-C vv, -)Y 3 / i14X c.aFr .Dtl859- 04,;Te = a. T-" C /: a o,; 0P-rlo,,v,4 I, : -;� LvF7- C'a,.sT )?,.9 7 17 " MAY JW7Fj� v v7)y ; a. 5h,-64f� v v17y = ax caFT �,s r /r9.s 4 ft4r MT 3&XIP IAle- v v, ,-y, Q o, 30fl 1. 1.0 �l fP!C V v) 7Y o.'2�o d/V MAx l�.4FJ� t3E.u�,�� v,v, , Y = v, SG_ • � 1, u Sf�cfl vv,n(� 0,30j Olt Man I -OFT 3-W,,sr 6E.VDIA,16: "7-]Y r a, y3:Z z 1.0 o,4-- Approved by Phllll E Robbins y% Q�Florl a PE,30�07�0� Plan No. PER210076 Date,1/1112021 11 M�� r7igY�R t3E�J)�v� v r�)7'I a. 38'A ..4 /, o i✓/�¢x ) FTE)2 43EWPI�a v.✓JY . o. 54 C/ d / , a 5►,t-,q-x dairy 7 0. 3G6 c,ic Mi4% (- orT J'e/s --- j6 ,VDrA/C-- VAI.,7y = O, 53 8' t ). d orc NDI "APPROVED" DOCUMENT Approved by Phillip E Robbins Florlda PE-49070 Plan No. PER210076 Date:1/i1/2021 1' �X M2 M3 1 3 IN M5 % 4 5 pND{ pROVED DOCUMENT Approved by Phllllpp E Robbins . Florida PE, p49�097�0� Plan No. PER210076 Date: 1/11/2021 Weather King 8 Ft Wide LB Truss -160 mph SK 1 Kevin L. Nolan, P.E. Dec 30, 2020 at 01:49 PM 8 Wide LB -160 mph.r3d NDI Approved I Phil E Robbins % 11 Company Weather King 'NAPPROVE Mod a PE 9070 Designer Kevin L. Nolan, P.E. '''RISAJob Number DOCUMENT Plan NO. PER210076 Date: 1111/2021 Model Name 8 Ft Wide LB Truss - 160 mph Wood Properties Label Mn Database erie5 Grade Cm Emod NU Therm. C... I M� �' I Solid WG .:.:':No 2::: Wood Section Sets Label DLqsin,,L j9F'1 Material '2 X4 0, Nodes Label x Ifti y Ift] 7 fftl Tp-mn (rInn F1 nmnnh Prnm nin 2 N2 `3 4 N4 0 0 Primary Member Properties Label I Node J Node K Node Rofate(deal SectinnIS,--- Tvnp nP..Q!nn1kf Untarlol r)AaI—PiOo .:--I M1 wtl 2 M2 NI N2 2X4 Beam None SPF Tvolcal 3 M3 4 22 :;:T Ical 4 1 M4 I N5 1 N M.9am Pg. SPF N4 N5-*:' F"- '::'Udbm —I ,"::Nond:--:'" TY61CM Bask LoadCases Dead Member Label Direction Start Maonitud... End Mannituf1p --- SlArt I nnatinn f Fnrf I nrafinn ff 1--ti— F11h Le - I M1 1 w 10.. M? y -10 0 01,1001 Active 4 M4 y -10 1 -10 0 %1 0 Active .5 M5 Roof ive Member Label Direction Start Maonitud... End MannifudA.-Start I nrafinn L- Fnrl I nnAlinn ft Innrfivo I/th k- 41 L� 5: M2 I Py -40 -40 0 Activer— ..: ;PY-.!r."-'-.-A 3`r!.:.;--. 0 ',%100 , 4 M4 I Py -40 -40 0 %100 Active RISA-3D.NET version 18.0.0.35935 ( 8 Wide LB -160 mph.r3d ) Page 1 Approved by Phillip E Robbins Company Weather King NDI Designer Kevin L. Nolan, P.E. '%APPROVE() . Florl a PE-49070 Job Number : IIIRISA Model Name : 8 Ft Wide LB Truss - 160 mph 130cUMENTIan NO. PER210076 Date. fm —1/2( Loft Live Member Label Direction Start Maqnitud. 20nI . Location End Location I(— Inactive [(Ib :- -� WL1 - Transv (+GCPI) - End Zone Member Label Direction Start Marmitud End Magnitude Start LnfAfinn f Friel L nrnflnn Ff in Mi— Ih 22 -22 Active i 2 — M4 y66 66 0 %100 Active : M2 +-.-- - .0;'7—+. -:—;-%I100 A Clive` 4- M3 y 1 82 82 0 %100 Active WL2 - Transv (.GCpQ - End Zone Member Label Direction Start luinnnihid F:nrl hAnnnihirl. ef.rf I —#'— r t:—i i IVIII 6 2 M4 1-2 32 0 %100 Active A6 1 4 1 M3 v 48 48 0 %100 Active INU - Long (+GPcI) - End Zone Member Label Direction Start Mannihid rnrl M—nif-j. _qt—f i —n— r r-4 i —p— ri i—m— r— v. U. 0 %100„ V"Active 2 M2y 0V %100 Active 67 1 4 1 M3 Y 67 67 0 L %100 1 Active WL4 - Long (-qEcjI - End Zone Member Label Mr—finn Rf.rf "—If—1 r—I U—If..A- O— I --- I — I --'Aclive 2 M2 y 84 84 0 1 %100. 1 Active I M4 33 1 4 1 M3 v 33 33_ 0 %100 Active WL5 - Transv I+GCpl) - Inf Zone Member Label Diractinn Afnrl MnenUnd Pnrl KA—if—in Qfor I —#;— r c. A i --. ri r— A M V 4 M4 I 56 56 0 %100 Active ""82 00 4 M3 v 62 62 0 %100 Active INL6 - Transv (-GCP0 - Int Zone Member Label Direction qfqrf Mnnnilurl P:nfi Unnnihuff= -qf,,f 1 —11— F =..A I --:— ff I --- t!..- --:.:i:'Active 1 2 M4 v 22 22 0 %100 Active -48 7777;:6_::<`::::'_::' 4 M3 28 28 0 %100 Active WL7- Long (+GPcI) -IntZone Member Label Direction Start Mannilitel Pnrl Mnenif—In Qtnrf i —u— f r—i i ,.....is— ii i--- r— i. -Active M2 y 82 82 02 %100 Active 2 Hclive': 4 M4 I y 52 52 1 0 1 %100 1 Active RISA-3D.NET version 18.0.0.35935 8 Wide LB -160 mph.r3d Page 2 Company Weather King Designer Kevin L. Nolan, P.E. yg IIIRISAJob Number : Model Name : 8 Ft Wide LB Truss - 160 mph Approved , Flo % b PhIlIIP E Robbins NDI r a PE-49070 1ROVED"A&I e KIL . . l, .�h fian 140. PER210076 Duk WL8-Long (- cl)-intZone RA-- . -1 Mi '8 live' M2 3 48 48 0 %100 Active 4 M4 y 18 18 %100 Active Pos Component Wind MI : .- .. 0 '.!Y-�U 7 ve 'D 2 M4 y -60 -60 1 0 .1 1 %100 Active M3.. 4 M2 y -60 1 60 1 0 �/-10O Active Neg Component Wind hA.—N., I oI,M MI 2 M v 162 162 0- a a 1 Active W43 -%100 -Ab live. NIZ v162 162 0 %loo Active Load Combinations Fa.. Wood KA. _Q6.— PnA I -- rill I IMl�l ;�*] ... ! 0.2 13, 11 1 13�: — — -1 2 1: � -f,. 2X4 61�210 21712.6161 22 10.1811.2 .6161 X 1 22 11-89921 1.00 12.415M56510.216 0 1 0.8976 3.9-1 3:: M 4� 2X 110.21T12' HX4 .6 l(ii-22.�'*.10-181:12-rifil*-.�,�.%":-.�1:9,?.--,*11-'AQO91-.4".",,..".5..',,l , 4 M4 10.21313.08231 11 10.213r3.08231 v 22 1J.75661 1.08 N.-ME99RE16- 0- 1, 0'8464 3.9-1 :�3.',.PA98510.675.l1.50941I.6603l0.1351.'�:.O�--.�l,'.. 0 RISA-3D.NET version 18.0.0.35935 [ 8 Wide LB -160 mph,r3d I Page 3 Y Z�X MZ Ms N1 3 �+. M5 B P7 t�4 t�5 OAPPP®VED" DOCUMENT Approved by Phillip E Robbins n . Florida PE-49070 Plan NO. ER210076 Date: 1/11/2021 Weather King 8 Ft Wide LB Truss -160 mph Raised Loft Joist Option SK-2 Kevin L. Nolan, P.E. Dec 30, 2020 at 02:22 PM 18 Wide LB Raised LJ-160 mphAd Approved hOilp E Robbins r Company Weather King NDI Floridal P :-49070 Designer Kevin L. Nolan, P.E. olAPPROVED" r- IIIRISAJob Number : j)C)(;jjMENT Plan No. PER210076 Date- 1/1112021 Model Name : 8 Ft Wide LB Truss - 160 mph Wood Properties Label Species Grade Cm Emod Nu Therm. C... Density lk... �;--'!SPF Son 'Wh fs�at'baG'e ally . . N� ... ISFid 4.: ce.pi..:l -:--'�No.2 . . -0.3 " .. %-. . ..:, . .'.:��j -�0.3 0,035:: Wood Section Sets Label Sha e T a i nL Material Design Rut J On'] n ::`.:Nodes.; Z e . foal ..... ...... 1: .2;877 Nodes Label x FM Y it z Im Temp ide q F1 Detach From Dia -54- 2 N2 4 3.56 0 �,3 N3 4 N4 0 0 0 0 6 N6 0.817 1A17 0 .---7;183.': . ..... . "a" AA17--.- Primary Member Properties Label I Node J Node KNnriA RnfnfPIrfPnI.qn,fl—I.q T— n..;— i i.# &A.f.A.1 rl—'— D,.I. NI W7— :T 2 M2 N1 2x4_ Beam None SPF Typical 4.,..l 2T Bea 'm -;:;I None -;� 4� M4't I N5 N3 I 2x4 Beam None SPIF —T—VP-1 C—a —I N6 Beam "INone :VITSPF:*-- :".Typical tz Basle Load Cases Dead Member Label Direction Start Maqnitud... End Maonitude ... Start Location I ... End Location If Inactive filh k- . ...... YM 2 M2 Y -10 -10 0 %100 Active .."Ar M4 Y -10 .10 0 %100 Active M5 '-.AcfiJ6 Roof Live Member Label Direction Start Maanitud ... End Maonitudo—Start Loratinn f ..End Lrip-Winn rt innnflup rIlh k- 100 2 M2 PY -40 40 0 %100 Active '4 -40- 0—.... M4 Py -40 -40 0 %100 Active RISA-3D.NET version 18.0.0.35935 [8 Wide LB Raised LJ-160 mph.r3d I Page 1 NDI Approved by Phillip E Robbins Company Weather King - Florida PE-49070 Designer Kevin L. Nolan, P.E. '"APPROVED" ' e IV141L 1''RISAJob Number : DOCUMENT PlanE —4— 21 Model Name : 8 Ft Wide LB Truss - 160 mph Loft Live Member , . Label Direction Start M29n��Aagnitude.-.Start Location a to M5, 0 T 20 0 R11i) V� Active INLI-Transv GCPO-End Tone Member Label Direction Start Me -ifud E .4 AA11 t n a n tu !� WL2 - Tra-V (-GCPI) - End Zone Member Label ni—r— -Qf-f %A—;1..A � 4 56 -n -. art Local ... ... 1,0 End Location ...Inactive F(Ib. k-... 2 M4 Y 32 1 32 ".. %100 Active' 4 :7 77770T� M3 y 48 1 48 --0 R.100 Active WO - Long (+GPol) - End Zone Member Label n1rAntinn qf.rf hfi—ifpd C-A AA-- - -U, MU LOCa ion 16, inactive I(lb. K-... Active FM y u 50 % 1 Active M3 —0 --/.100 Activ& --Tc—tiv, Y 67 67 INU - Long (-GPci) - End Zone Member I nhpl ni—ti— Qf— KA-11— =YF .1RU.... 84 Wit tion I( ... 1pgtVe —84 Clive 84 0 %1100 Active 4 M3 Y 33 33 0 09 60 Active WL5 - Transv (+GCpl) - Int Zone Member Label nir—fi— -tZf.H RA-1#,.A C— no Location 1(.. 1 2 M4 I V 56 56 %100 Active 4 M30 Y 132 62 0 %100 Active WL6 - Transv t-GCp1) - Int Zone Member Label nirnr.fim -Qf,,f AA-11-A M.,A RA—r—A- 8 %100 Inacti e M4 M2 y 22 22 %100 Active I 4 M3 %10 V 28 28 0 %100 Active W1 7 - Long (+GPc1) - Int Zone Member Label r1irpr.finn qf.,l AA-11-q C:nd AA-- - 82 8 2...'`Active 0 lb. K-... C Ive.:..:i. A�ql 2 82 -2 0 Y01 00 1 Active 1 4 1 M4 .::-':%100....:::.: �Aclive�' Y 52 52 1 %100 Active RISA-3D.NET version 18.0.0.35935 8 Wide LB Raised LJ-160 mph.r3d J Page 2' W "APPROVED M Approved b 1111111P r= Robbins 11 PI Company Weather King Flor a PEA9070 Designer Kevin L. Nolan, P.E. DOCUMENT- e A�'41r 111RISAJob Number : Plan NO, PER210076 Date: 1/1112021 Model Name : 8 Ft Wide LB Truss - 160 mph WL8 - Long (-GPci) - Int Zone Member Label Direction Start Maqnitud ... End Magnitude ... Start Location I ...End Location r( ...Inactive l(lbk-... ojoo.- ACIiV6 2 M2 48 48 0 %100 1 Active M3.. ...... %100 4 M4 V 18 18 0 %100 Active Pos Component Wind Member Label Direction Start Maanitud ... End Maunitude ... Start Location r ... End Location It... Inactive r(lb- k---- 2 1 M4 y .60 -60 0 %100 Active �-'60 100 4 M2 y -60 -60 0 %100 Active Neg Component Wind Member Label Direction Start Maanitud... End Mannitude ... Start Location I ... End Location 11 --- Inactive F11h. k-... 624%-.-- go go 2 M4 162 162 0 Active M3 .1 62'.�. W162_ %I oo;::, 1 4 M2 y 1 162 0 %100 Active Load Combinations BLG Wood Me... Shape Cod... Lac iftl LC She... Lac IM Dir LC Fe' f... Ft' lksil Fbl'... Fb2'... FV I... RB CL CP Fan 'I M 1 0.391 . 1.6376 ";.'.'4 0.248 3.0823 !• 22 1;'619210.8438 1.8867 2.0754 0.216 '0 — .9795 3.973. 2 M2 I 2X4 10.221 2.616 22 0.194 2.616 Y 22 1.8992 1.08 2A15 2.666510.216 0 1 0.8975 3.9-1 ',.MU*.j �-2�4:j 0.'221: 2.616 -.;.22.,z' 0.194 §.248 2.616 �:-:221-, 2A15 2.65 '6 i -::'P.8975 3.9-1 4 M� 2X4 10.391 11.63751 1 8231 22 1.619210.84381.8�672.QNR 0:2M 0 1 0 9795 3.9-3 3.183 3 89 0 .189 6Q366 �75 1.'50941.6603 0,135 -3.9-1 RISA-3D.NET version 18.0.0.35935 [ 8 Wide LB Raised LJ-160 mph.r3d ] Page 3 Y Z�X M2 Ma N1 3 4 M5 5 NDI NARPR®VED" DOCUMENT Approved by Phllllpp E Robbins . Florida PE 49070 Plan No, PER210076 Date;1/11/2021 Weather King 10 Ft Wide LS Truss -160 mph SK-3 Kevin L. Nolan, P.E. Dec 30, 2020 at 02:28 PM 10 Wide LB - 160 mph.r3d 9; Approved by P111111 T E Robbins Company Weather King "'APPKU'VED •Florl a PE- 9070 Designer Kevin L. Nolan, P.E.Job Number DUGUMENT 111RISA Plan NO, 6ER210076 'DaIO' 111112021 - Model Name 10 Ft Wide LB Truss - 160 mph Wood ProDerlies Label T e Database Species Grade Cm Emod NU Therm. C... Density lk... Wood Soc(lonSets Label Shape Type Design List Material Design Rule Area Tin21 lvv lin') 177 rin4l .1 rind Nodes Label X Iffl V Fftl 7 NO 2 N2 5 3.94 0. 4 N4 0 0 0 Primary Member Properties Label I Node j Nntip k KIM. PM.W'4-1 Q-11-1c .-'None y 2 M2 N1 6122 2x4 Beam Nona SPF Typical N5 75iim: ..: None F-.: idal 4 1 M4 I NS N3 1 2x4 Beam None SPF T Iral M5:: A N 4 N '2x6 - .. Beam'.:.:: .--` Basic Load Cases Dead Member Label Dirpnfinn RfnriMnnnihirl F:ndhA—Ih.,4. 0 ......... . 0100 N.. 2 3 M2 I Y -10 10 0 .0 .:.,. %100 Active 4 -10 -10 0 %100 Active "Active ' — Roof Live Member Label DirAntinn Sfnrl M—nihirl F:nrI Hannlf-4, Q#�a i --Y— r —A i ri -- ... .... .. MI 2 M2 PY 01 -40 %100 Active . ....... 0 -%100 M4 PY 40-- 1 -40 1 0 1 %100 Active RISA-3D.NET version 18.0.0.35935 10 Wide LB - 160 mph.r3d Page 1 I Approved b� Phillip E Robbins ND f Company Weather King , Florl a PE-49070 Designer Kevin L. Nolan, P.E. O"APPROVED" 111RICA A& Job Number an No.PER210076 Date- 1/11-12021 f -iicg r.6%,,PrjY Model Name 10 Ft Wide LB Truss - 160 mph E)OCUMENT' Loft Live Member bel Direction Start Magn nl Location Inactive !2U .0. WLI - Transv (+Ggpl) - End Zone Member Labe) Direction Start Ma nit-4 c .4 KA :M y U n an _du..:Start 2yy Location ...End Location .. Inactive i(lb, k-... 2 M4 y 66 66 0 0Active 4 M3 Y_ 82 82 0 O/o1-00 Active WU - Transv (-GCjjj) - End Zone Mp.mhp.r I nh.1 mr—fi— I.Ma 111tuUU... iaRLO iL:na Location Inactive I(lb. k-... 2 M y 32 156 32 'WOO Active %100 %10 0: AU Active 4 y 48 48 %100 Active WO - Long (+GPcV - End Zone Member Label Direction Start Ma Mird a A v, L n �u.. taft Location End Location ... Inactive TO. k-... M2 y 118 0 %100 Active 4PPM3 7"*:7 WL4 - Long (-GPc1) - End Zone Member Lqhp.l ni—ii— Qrf Al-:1-A 1 -1. 111LUUU.. [a cation Inactive f(lb. k-... —2 M2 P/ 100 M4* 1'" Y 84 E4 0 Active 4 1 M3 y 33 3-3 ................. .... —%100 O:r— Active WL5 - Transv (+GCpl) - Int Zone Member Label Direction -a-qn �tude_otart Location End Location ... Inactive f(lb. k-... 2 M4 M2 Y Y 66 82 56 %100 Active 4 M3 y 62 62 Active WL6 - Transv (.GCpj) - Int Zone Member Label NrP.P.Hnn P1.0 IA. -If ... I t: Wit LU Location ... 100 7 Inactiv lb MI ;M2 -Y 22 22 %100 Active Act i M3 .Y 8 00 y 28 09 %100 �Cv. WL7- Long (+GPcO - Intzone Member a al Directton Starta n aqnLU a.. LartLOr-atiOn EndLocation f(... 00 Inactive f(lb. k-... 2 Mz y 82 82 0 %100 Active 4 YA M4 _v L. 0 1 fo Wu I Active RISA-3D.NET version 18.0.0.35935 10 Wide LB - 160 mph.r3d Page c Approved by Phillip E Robbins Company : Weather King r'rFY �O hQ t . Florida PE-49070 111RISA Job gner ;Kevin L. Nolan, P.E. DOCUNlo �� e �v+ Plan No. ER210076 Date:111112021 Anf:LlrSfJIr.KCO\AHly Model Name 10 Ft Wide LB Truss - 160 mph WL8 - Long (-GPci) - Int Zone Member Label Direrfinn Start Mnnnifurl Fnri Mnnnih ilia Rfnrf t nrnf]nn i Gn.! i —.rt..., v t fi„e rnf t,_ 48 2 M2 48 48 0 %100 Active ;:::..;:;::>18:+;:::;a: z:;:;:..:::18...:..::. ....;::.p.....,::.,.:, ::.:;;:%100:=:> :::;.Aalive 4 1 M4 18 18 1 0 %100 1 Active Pos Component Wind Member Label Direction Start Ma nitud... End Ma nilude Start Location I End Location It Inactive flih k- ..1_t 2 M4 54 54 0 %100 Active M 54 :i010000 0 4 M2 -54 -54 0 %1 Active Neg Component Wind Member Label Dirertion Sfnrt Mann11v1 P-1 Mannihoda Qf,o i .,..ten..,, r r=.,.! i ,....di..., v t,,... v— rim t, .::.,.154. 2 M4 154 154 0 %100 Active M3.,....,..... .. .......;.;:: :::.::::r:15q;>::':?':> ;;::;;<i:i'�:154r'.T':;F`i; :;:.::�:-:�t0::a:;i:>' :::'xa:9/°100:::>':; ::::::;ACll4i3:_:;•::,: 4 1M2 154 1 154 0 %100 Active Load Combinations ■: •w'-j5!2iiMj� inn ME;��®�� MEMIMMMMENM Wood Me... Shave Cod... Loc rftl LC She... Loc Iftl Dir LC Fc' . Ft' lkqil Fb1' Fb2' Fv I RB CL CP E n 2X4:: 0.253 3.0823 ?;9 a{.' 0.220 3.0823 '' ::::22'. 1.7909 >:1.08' 2.415 2.6565 0.216 2 M2 2X4 0.260 .6867 22 0.219 3.6857 22 1.6096 1.08 2.415 2.6565 0.216 0 1 0.7607 3.9-1 z3=:; :`M3 -`10.308 `':.:0i;: 11s 0.219.3:6857 :-; ;' =:`22'? 1:6096 :108 2,4.15 2:6565 0:216 ''"0:: 4 M4 2X4 0,307 3.0823 11 0.220 3.0823 22 1.7909 1.08 2A15 2.6565 0.216 0 1 0.8464 3.9-1 ?M5?' '2X6: 0.432. 0.189 ;10.1> ':1%": `• ':':<3 % <0.7053 0.585 1:30811.5043'.0.135 > -0 =: ::`:1 _" 0.5576 3:9-1.' RISA-3D.NET version 18.0.0.35935 [ 10 Wide LB -160 mph.r3d ] Page-3 Approved byy Phillip E Robbins Company Weather King "APPHOVED • Florl a PE-49070 '11RIS,Ae Designer Kevin L. Nolan, P.E. Job Number : DOCUMENT Model Name : 10 Ft Wide LB Truss - 160 mph Plan 0-FER210076DatW.1/i1/2021 Wood Properties Label Tvpe �...se Species Gada Cm Emod Nu Therm. C... Density ually G. Wood Secflon Sets Nodes I nhp.f V Nil Detach From Die... 2 N2 5 3.94 0 — —N4 -7 4 0 0 0 _NG 10 7— 6 0.817 1.417 —0— I I '. 4 17 Primary Member Properties Label I mm. I M-1. te?'InA- NV: A:!. --:B eaM:l UeSiqn List matenai F Design Rule 2 1 M2 -103'. N I N2 N2.. 2A Beam None SPF Typical I 4 1 M4 N —N3 ,'.Beam - ., None. SPF ` :!:�--Tvpidal I 2A Beam None NEoEne.�� SPF t—jjSPFd-----:: Typical .'.::TYpfcal:.*.. Basic Load Cases Dead Memhp.r I nhP.I nt—fi— Ql.N AA- - - A 0 VUUU,• LdILLQL;dtI End Locai(on inactive 2 Mz y 4 -10 -10 0 �j 00.n'.1 . -�01 -IN M3 00 Active Active' 4 M4 Y -10 -10 A 0 0 . %100 00 Active -Active:: RoofL/ve MAmhpr Lnhni M-11— QI-I hA- - - 7— . .. ....... . .6 Location. Inactive 2 M2 PY -40 -7�� -40 0 %100 Active M3 ---74-0 • -' 40 � ;-. -.26 - Active.'- M4 PY --40 0 1 %100 Active RISA-3D.NET version 18.0.0.35935 [ 10 Wide LB Raised U-1 60 mph.r3d j Page I 54 Company Weather King No� I1I RISA Designer Kevin L. Nolan, P.E. 'APPP Job Number : I fne%cu Model Name : 10 Ft Wide LB Truss - 160 4twu LoftLive Approved Phillip E Robbins Florlbil PE-49070 Plan NO. PER210076 Date: 11IT-2021 Member Label Direction Start Ma nitud ... End Magnitude ... Start Location [ ...End Location ...Inactive ib -20::.Active WLI - Transv (+GCpI) - End Zone Member Label Direction Start MgmMid P-1 M—it ... 1. -Qfaf i —n- r c-4 f —#i- fi t—#:- rjiw i. 1 2 M4 v 66 66 0 Active :0 4 M3 Y 82 1 82 0 %100 Active WL2 - Transv (.GCpQ -End Zone Member Label Directinn Start Mnnnihirf rznri Unnnffoirin cn-i i —n- r v-4 i —#i- tj i- - - M I oi-iw 2 M4 L 32 32 %100 Active 73 M2 ---'Activ6. -� 4 M3 y 48 48 0 %100 Active WL3 - Long (+GPcI) - End Zone Member Label Directinn Start Mnnnihirl F-I Unnniftir4a qI.rf 1 —6- f t=,A 1 —11- r/ 2 M2 v 118 118 1 0 1 %100 Active 3 §67" L7 1 4 1 M3 v 677 i 1 0 %100 Active WL4 - Long (-GPco - End Zone Member LRhel Directinn Rt-f U-nif ... I F:-I hA—u,.Ae %100'. -Active 1 2 M2 v 84 84 0 i Active W, ::33 ----- 4-1 M3 V 33 33 0 %100 Active WL5 - Transv (+GCpI) - Int Zone Member Label Directinn Start Mnnnif-i P-1 Unnnif,,Aa Qf�. 1 —0- r C�A I —f— F/ I- - - 4-- 4- btive M4 Y 5 6 0 %100 Active 82 2 4 M3 v 1 62 62 0 %100 Active WL6 - Transv (-GCpI) - Int Zone Member Label Direction Start Mnnnihir? P-1 hAnnnif-A, !QI-4 I —G- T C..A 1 —6;- f/ 1-4!- f- 1. 1 2 M4 22.. 22 a i %100 Active 2r73 A42 '48 %100 -.7 M3 1 28 28 0 1 %100 Active WU - Long (+GPcI) - Int Zone Member Label Direction SInd Mnnnihirl Fnrl Unnnifivri. -Qf.,f I —firm f r-.,4 1 —0- F/ 1-14- I'll 1, 0 M2 82 82 0 %100 Active 0 %100 4 M4y 52 62 0 -1 %100 1 Active RISA-3D.NET version 18.0.0.35935 10 Wide LB Raised LJ-160 mph.r3d Page - 2 NDI! Approved by Phillip E Robbins 9w PROVED" Florida PE-49070 Company Weather King AP Designer Kevin L. Nolan, P.E. Job Number DOCUMENTIPlan NO. PER210076 Date. IIIRISA .1111/2621 Model Name 10 Ft Wide LB Truss - 160 mpIr WLS-Long(- cl)-intZone Member Label Direction Start Maonitud ... End Maunflude ... Start Laratinn r --- Fnfi I nnalinn rt--- lnnnfivA rilh k- M2 Y 48 0 %100 Active -8 0 :'Active 4 M4 Y 18 18 0 %100 Active Pos Component Wind Member Label Direction Start Maonitud.. End Mannih trip.- - -.Rtnrt I nr-qtinn L.. FneifnrAlinnu Innrflvaf(Ih le- '54 .31.100 M4 I Y54 -54 0 %100 Active ;54 .,.0:. PAI 00 Active 4 M2 Y -54 1 -54 0 %100 Active Neg Component Wind Member Label Direction Start Macnitud... End MannituflP.-Start Lnrafinn f Fnel I nnnfinn rf In-6— I11h k- %100 ve 2 M4 1 164 1 0 1 %100 AS —iv. M3. 54- '0. Active 4 M2 v 154 154 0 %100 Active Load Combinations Wood Me... Shane Cod... Loc Fftl LC She... Lot, Iffl Dir LC Fe r--- Ft' lkqil Fhl'- Fh2'- FV F RR r.1 r P Fnn -:Ml �2X4.. 0.500. 1: .6376.:. ..- .. %.:. % .:. I ; 2 M2 2X4 0.346 3.6857 22 0.255. 16857 v 22 1.6096 1.08 2.415 2.6565 0.216 0 1 10.760713.9-1 .T... M 3 2X4 0.346 3.6857 *-.22 0.255 3.6857 z' I&026 '1.08 2AI 5 2.6565 0.216 0-1 0.7607 3.9:1 4 M4 i 2X4 10.500 1.6375 4 0.309 3.0823 _LYL y _='22 22 1.6192 84381.88672.0754 0.216 0 1 0.9795 795 l]1-3 757',M5 2X6 0.321 a-3 110 .8738 ;13 0811.5043 0.135A I 0693 9 RISA-3D.NET version 18.0.0.35935 [ 10 Wide LB Raised LJ-160 mph.r3d ) Page 3 z�! x MZ M3 N1 3 4 M5 o5 � hh'' NDI "APPROVED' DOCUMENT Approved by Phillip E Robbins Florida PE49070 D eW Plan No. ER210076 Date: I/11/2021 Weather King T IT-2" LB Truss -160 mph SK-5 Kevin L. Nolan, P.E. Dec 30, 2020 at 02:40 PM 12 Wide LB-160 mph.r3d W Approved 1� Phillip rz Robbins A. Florida PE-49070 Company Weather King 1HAPPROVED" , e Designer Kevin L. Nolan, P.E. & A4-�- IIIRISAJob Number : D00umENT Plan No. PER210076 Date: 1/11/2021 Model Name : IT-2" LB Truss - 160 mph Wood Properties Label F—Type Database ecles Grade CM Emod Nu Therm. C... Densitv [k... Solid Sawn Wood Section Sets Label Shape Type Design List Material Design Rule Area fin 21 lvv fin'] Izz fin'] J firill Nodes Label x rill Y ffil 7 FM T.— 44— M nee-M, C-- n:- QAT ..... * 2 N2 --5.583 4.1 0 - I . . .,W.- - .5 7 .62 4 N4 0 5 A Primary Member Properties Label I Node J Node KNode RnMIPIrIpplAgntinn/A T— x4 Beam .':',Nond TyWcal 2 M2 N1 N2 2x4 Beam None SPF T Ical W5 N3: 'N ..,.2x4;" ":,:B&Jrn 'Non6 ical 4 1 M4 N5 3 2x4 Beam None gpr— lost :A.. ... .M6: N ", ' —ftatn None �::.:SPV:�:;: TAidall :, Basic Load Cases Dead Member Label Direction Start Maonitud End Magnitude Stad Location F End Locar— rt i si— rnk i, MI .'A ... I nac t _2 M? Y j -10 -10 0 %100 Active Y.; 1 0 4 Y -10 -10 0 %100 Active Y: -8: 0 .,-0/0100 .. :. a Roof Live Member Label Direction Start Maanitud End Maunitude Start Location f End Location rt I — rin, i, Mj.;. P'40 ::::`::Active::::;; M2 PY 40 -40 0 %100 Active M3;::: -40 -Active 4 M4 Py -40 1 -40 1 0 %100 Active RISA-30.NET version 18.0.0.35935 [ 12 Wide LB -160 mph.r3d I Page 1 Approved E Robbins Company Weather King opp F I o r I Z PPr7.-"49 0 7 0 Designer Kevin L. Nolan, P.E. '0 "f Job Number D00�% .&, 111RISA' Plan No. FIER210076 Date: Ill I T2-021 ANVAEISCHOCC&TANI Model Name : V-2" LB Truss - 160 mph Loft Live Member Label Direction '9pil.d....Starti-ocati." Y. 20 `17�h- -caoq WLI - Transv (+GCpi) - End Zone Member Label Direction Start Magnitud... End Maqnitude ... Start Location (...End Location f( ... Inactive [(lb, k-... 29 I g9 Active'.:.:::: 2 M4 66 66 0 -� ,00 Active M2-Z -1 m.100 -:::..::Active::..:. 4 M3 y 82 82 0 1 %100 1 Active WL2 - Transv (-GCpi) - End Zone Member Label Direction Start Mannitud ... End Mannitude ... Start Location [...End Location U... Inactive [(lb, k-... M4 y 32 32 0 .100 Active M2'-'-"- 0 .:,:Active':;:._:::; C a 4 M3 y 48 48 0 %100 Active WL3 - Long (+GPol) -End Zone Member Label Direction Start Maqnitud ... End Magnitude... Start Location [...End Location I(... Inactive F(Ib, k-... P8 M8 Active'::. M2 y -111 1 0 1 %100 Active M4 y .:-"-.67 67 r`%100 Active M3 Y 67 67 0 %100 Active WL41 - Long (-GPcj) - End Zone Member Label Direction Start Macinitud ... End Maonitude ... Start Location I ... End Location It ... Inactive Hlb. k-.-- .8 0 go go 2 M2 y 84 0 1 Act V. 33 j 100 1 Active 4 M3 Y 33 1 33 0 %100 Active WL5 - Transv (+GCpo - Int Zone Member Label Direction Start Maqnitud ... End Mawltude ... Start Location [...End Location 1(... Inactive I'llb. k-... M1 " ."A4 p Pg- � 56 56 O I Oo IlytM4 Ace '82: 0 `P/0100 .-Active: 4 M3 62 62 0 %100 Active IVL6 - Transv (-GCpi) - Int Zone Member Label Direction Start Maonitud... End MarinItude ... Start Location [...End Location V... Inactive [(lb, k-... 8 Oi 0 dive 2 MLA v 22 12 0 ONE Active -3 ':* � -M2 .+.+'*' 1 .4 0 AIMOO 4 M3 Y 28 28 0 %100 Active INU - Long_ (+GPOI) - int Zone Member Label Direction Start Magnitud ... End Magnitude...S(ort Location [ ...End Location 1(... Inactive 1( 8� -111.0 100 GliV6'+ 2 M2 Y �2 09 100 1 Active 3 1EP4 %100::. 1 + Active: M4 y 52 62 1 0 1 %100 1 Active RISA-3D.NET version 18.0.0.35935 [ 12 Wide LB -160 mph.r3d I Page 2 NDI Approved by Phllllp E Robbins Company : Weather Kin p . Florida PE-49070 111RISAJob Designer : Kevin L. Nolan, P.E. "APPROVED" Number : �y��JVhA�1V�planNo. n1;r E15CItEKCn {`,V�Y Model Name : IV-2" LB Truss -160 mph {@t�� G ttUU�l 1V ER210076 Date:1/11/2021 WL8 - Long (-GPci) - In( Zone Member Label Direction Start Maanitud... End Maanitude... Start Location r... End Location fl... inactive r(lb_ k-___ .48 2 M2 48 1 48 0 %100 Acllve .....:.:.,.18:;:....:.._ .:...........1g..::::.::;:::ive':'t:°::;`. 4 M4 16 18 0 %100 Active Pas Component Wind Member Label Direction Start Maanitud_.. End Maonitude... Start Location I...End Location If_.. inactive FtIh k-__ 54::- 2 1 M4 I y -54 -54 0 %100 Active _.... .;::.::.,.;>: c::,::.:;.;:-54.;...::......:.:...;-54::,.::.:.. .. 0.:,;..:./°100 :::::(:.; 4 M2 Y -54 -54 1 0 1 %100 1 Active Neg Component Wind Member Label Direction Start Maanilud... End Maonitude... Start Location L._End Location ff_._ Inactive fflh_ k-___ .......1 ....:..: . x ;;:M1:::.._.:_:: :,:•..,.:;:: :...::.::.,.... .:........159r:,::;:;..:.:::::::::.:154 :::.:;: •.:.:::,....:0 ::......::, .... .::.../0100 ar:i2:i ::>.z::aActive 2 M4 154 154 0 %100 1 Active 3.::.... M3 ........:... ... ....:.. :::::.:::.> :::;4....::.,... ,•..........154..._......,:.::::..:..... 4 M2 Y 4 1 154 0 %100 Active Load Combinations Wood Me... Shape Cod... Loc Iftl LC She... Loa fftl Dir LC I'd I... Ft' Iksii Fb1'... Fb2'._. Fv' I._. RB CL CP Enn i > <::Mi _:2X4Ei 0.312 3.0823 =`:9 ': 0.241 3.0823 ?:: 't::::i.';22'::1:7909 ?:1:08 2 M2 2X4 0.311 0 22 0.253 0 22 1.3989 1.08 2.415 2.6565 0.216 0 1 0.6611 3.9.1 `i3:>: 1cM3 ` `2X4': 0.382 ;-0' = `>11 :' 0.253 ::<s0 f>:. '<:: : ; _ 22 1:3985 <1:08: 2.415 2.6565 0.216 ;it0:: 1 _:."_0.6609 3:9A 4 M4 I 2X4 10.380 3.0823 11 0.24' 3.0823 22 1.7909 1.08 2.415 2.6565 0.216 0 1 0.8464 3.9-1 b t : M5 : '2X6 : 0.538 5.5835 ` 3' '" 0.211 11 T ' ='.' 3 > 0.5999 0.585 1.3081 1.5043 0.135 0 ':: ::'1 `:` 0.4743 3.9=1 ' RISA-3D.NET version 18.0.0.35935 [ 12 Wide LB -160 mphAd ) Page 3 NDI Approved b plorlAPhllilp E Robbins Company � Weather King "APPROVED" PE49070 Designer Kevin L. Nolan, P.E. " e 111RISAJob Number : DOCUMENTmeN-,--p- Model Name : 11'-2"LB Truss - 160 mph . R210076 DItel 111112021 Wood Pronerties Label Ua! Database 2ler Grade Cm Emod Nu Therm. C aS" SORWh i so.:jSiEg-Pl.. �0.3 .035 Wood Section Sets Label Sha e T e gesian List qs�� Ru!e lin'] '�atperia F �f_'TV61c6l .1 - - ".:FM -:2,877:: i -. 1 - 2.6 2X6 I Beam None SPF I Typical 1 8.25 1.547 1 20.797 5.125 Nodes Label x [ftl Y Ift] z Ifti Thmn idea FI Detach From Din--- "-'.2 7 .6 0...-. 2 N2 5.583 4.1 0 27-1 4 N4 0 0 6 N6 0.817 1.417 0 7 0.35 AA`17; Primary Member Properties Label I Node J Node K Node Rotate(deal Section/S... Tvne Desion List Material Design Rule A -. 2 x4:% :'B'I ' 2 M2 N1 -__N2 2X4 Beam None SPF Typical 3 ---:!N2.; N24. -:... ' " 2 x4 Beam'- %. None �SPF::� -Typical 1 M4 N5 I N3 2x4 Beam Hone SPF Typical .4 N .1 SPF 'Typical Basic Load Cases t5LU Dead Member Label Direction Start Maanitud... End Maunitude ... Start Location r ... End Location ft--- Inactive filb- k---- 1 Mj.'.:".'J..'...'�. ... . ... ... .0 �%100. M? Y -10 -10 0 %100 Active 3 3 4 M4 Y -10 _-10 0 %100 Active M5 8,1 Roof Live Member Label Direction Start Maonitud... End Maanitude ... Start Location L..End Location It... Inactive f(lb- k---- M2 PY RPYI -40 -40 0 %100 Active 40.. .0100 1 'Active 4 1 M4 -40=040 0 %100 Active RISA-3D.NET version 18.0.0.35935 [ 12 Wide LB Raised U-1 60 mph.r3d ] Page 1 lam' D I Approved I Phillip E Robbins OR , Marva PE49070 Company Weather King wAPPROVED P/ C Designer Kevin L. Nolan, P.E. 111,RISAJob Number LB Truss - 160 mph IDOGUMEfff Plan No. PER210076 Date: im iT2-021 Model Name: V-2' Loft Live Member Label Direction Start Maonitud ... End Magnitude... Start Location ..Location . 0 WLJ - Transv (+GCpJ) - End Zone AA.....t.er 1 1-1 rli—flnn Qfnrl hAnnnihid P-IM-nihitip qNrtCnr.a1ionf --- End Location V... Inactive f(lb, k-... M 1 t6-6 'Ioluu 2 M4 66 1) Active -Y %w+. � 01100 ;%--. -Active. 4 1 M3 y 82 1 82 1 0 1 %100 Active INU-Transv(-GCpi)-EndZone AA t, i t, i n;-11— Qf—f&A—Iftirl PniihAnnnihirfn Start l nnatinn L.-End Location it... Inactive f(lb, k-... y M 4 Y 32 r 0 0 %100 Active - M2' 8 4:. 1()0. 4 M3 v 48 48 1 0 1 %100 Active WL3-Long _(+GPci)-End Zone AAe..r,t,n, i t, i M-17— QfnrfhAnnn1f-4 r-nriftAnnnifiieiA-qtnrtLn(-alinnf ... End Location ((...Inactive I(Ib. k-... -'.. , . 1001n*:--�-:LMM C -V 18 Jo- V i M3 67 67 0 1 0/0100 1 Active WL4. Long (-GPol) - End Zone Mmber Label DI —(inn cfnrfkAnnniffirl Fnrl hAnnnihicin-Start Location[...End Location ((...Inactive f(lb. k-... .84' Chve M2 y 84 1 84 Active .3 1 4 1 M3 v 1 33 33 01 %100 Active WLS - Transv (+GCPIJ - Inf Zone Member Label Direction Start Mannitud ..End Magnitude ... Start Location ...End Location ...Inactive LN, 4 %100 Clive-` 4 66 0 %100 Active ... ... ... .l0, 4 1 M3 62 62 1 0 1 %100 1 Active WL6 - Transv (-GCpi) - In( Zone hi t, i k i n! nMinn clarfKA—if-I Pwim-nihirip. sinrfinnAinn(.._End Location It... Inactive f(lb. k-... /0100 "AcUlie M4 y 22 22 0 %100 Active M3 y 28 28 1 0 %100 Active WL7 - Long (+GPci) - Int Zone RA k i t, i Di—fl- CZfn,f hAnnniftid F-1 Mpnnifairlp- Start Location L-End Location H... Inactive Rib. k-... M I 4 2 82 0 %100 Active 3 tiv 4 1 M4 I y 152 52 0 1 %100 Active RISA-3D.NET version 18.0.0.35935 112 Wide LB Raised LJ-160 mph.r3d I Page 2 NV Approved by Phillip E Robbins app pl()V ED Florida PE49070 Company Weather King Designer Kevin L. Nolan, P.E. 44�� '1'RISA Job Number : DOCUMENT Plan No. PER210076 Date: Ill IT2-02i Model Name: 11-2'LB Truss - 160 mph - WL8 -Long (-GPCI- lnt Zone f C..A I —fl— rf I—MiVA filh- k-... Member Label Direction bia, q! 7. MV:: 48 48 0 %10000 Active 2 7777y� M2 -777m� 1 -777W777 7777T7777 77--.-Active 4 - M4 Y 18 18 0 %100 Active -- -Pos Component Wind - - - ... .. . -.— , .-A i --c— ff 1-1i.a r1lh k---- Member Label Liwection oiart ma rutyu... 1w 54 .54 -54 0 %100 Active M4 Y '' Oliva 4 1 M2 Y �54 -54 0 %100 Active Nag Component Wind i—n,-r11hk---- Member Label uIrection x .154 oiolo t e 2 —M4 Y 154 154 0 %100 Active 0 %100 Clive Active 4 M2 154 154 50111 M am Emm Me... Shaoe X4, Cod... 0 564 oc 7 84 8 uut 0 2 N12 2X4: . 0.424 4.288 22 0.288 .2884 22 1.3989 1.08 2AI5 2965550.216 0 -; 06611 0.66091 3.9-1 i3.94 7�� ;-M3 0.424..C289 -Td—§6-4 4 �AL A?L 3.8438 2AI5 1.8867 2�.6565 0.216 !22.0754 0.216 0 -*.' 0 0 .. . 1 0.9795 13'j 4 M4 '445, 2X-4 ` 4 7TT 0.36 A y 22 I&L9? -6.-5-85 T.-30-811111111.504 .* 5 .5 0.13 1 a 3ff "'0 --0 11:%!'. .5942 --qxfi 0.4135.683 0.180 RISA-3D.NET version 18.0.0.35935 12 Wide LB Raised LJ-160 mph.r3d Page 3 2.g�� rJ PG J`i' cs�.vEz ne.✓ /+9/-7X Ngr-r vPG1F�7- Lv T-RzlS5 I?fAc77-N = D 4 A a' aPnoti i - riJ;s 1G ,a�•9z sri�i�P OP770AI 7 $ D h/G / 5'G 0-e 7? v55 sc �7E+✓ 41WI✓ vPa1FTY v�5 � (Sa�.Frr�>�� o`er �IsT � Sx�� c�,NNt�a77e�✓ I=Q�� �/�'L�f:T igGG F'6ae1Z' F7i9,.s�/.✓f. ,,5 5YP � G- = o, S'.> 'Ve r v.Qi.,,Gs - ,?e,F lvDs G: v, D.- t-wz 7-oc vylc�� Gc.vivCZT7 .vs 7 e i✓.g) i- F19G7P1T 1 Cr v = �, G7 nX a', 13J 1?1ive- 5%79NK N.97L$ l✓' = Ga C7.v k/ , 1. G (,,, a 7) f; 7i . 3) 7C , y '�%✓ jV/d J [. Pe uer- f 4T70/V 1,VTG' Goy 3a y 140; NDI 'APPROVED" DOCUMENT Approved by Phillip E Robbins Florida PE-49070 6yj ' e X' Plan No, PER210076 Date: I/11/2021 m h C N C a 12 N Twist Straos Twist straps provida aLWOn Connection between hvo wood members. { They resist uprdt at 014 heel of a Iruss economlcaty. LTS1 MTS have a I 2%bend section and f i4TS has a 3W-bend section that eprdnates { Interference at the ltarlsition points between the two members. Material: US — t 8 gauge; NETS — 16 gauge: HTS — 14 gauge Finish: Garvarrzed. Some products available In stainless steel and ZMAXa coo ng: see Corrosion Information, pp.15-18. ) Installation: I I • Use all specified fast eners, see General Notes. • LTS, MTS and HTS are available with the bend reversed. , Specify --REv' efte i the nadel number, such as MTS16-REV Codes: See p.14 for Code Reference Key Chart i 1 ® 71*se products are Leep.io. e vAth adonal ditioonosion protection. maI For more into tfo , ®These lxoduc!s are{appoved for installation with the SVon9-Di e" So CCnnactor xr... see pp. 39-4o for nwro Information. o Il�w .tT ' L t� LTS12 (MTS and HTS sinxlar) Madei @;3 Fasteners , Df16PNI01raL(A: ?' 17 i11Ldads SFFM AIIoyra.Me Up10 INLads. , - Cade No. L tOd 19dx1'Xi_(too) ' ;10d: hadz-11y' 10d 10dx1'fi Ref, (160) (160) LTS12 12 ( 2)10d (12) tCdx 1'h' 775 720 665 620 LTS1B 16 (2)110d (121l0dx11,T 775 720 665 620 117. LTSIO 18 (2)10d (12)IOdx 1'h' 775 720 665 620 L6. FL LTS20 20 (t2)10d (12110dx Ih' 775 720 665 620 IATS12 12 ( 4)10d (14)10d x 1 h' 1,000; ,':1,000 °- 860 660 117, L5, kusi 16 ( 4)10d (14)10d x 1 R t,Q60: t'•.1000 :. 660 860 L6. FL 18 18 (4)i0d (14)10dx1h' :f;g0k._ :•:1;Ii60; 860 86D 117, L6, F4. LITS20 20 14110d (14)16dx164' .1.000'{j,OQ:. 860 869 I1b L5, L6. FL -IATS30 30 ( 4)1Dd (14)10dx1X. ,1,000,�:1,000+ 860 860 i17,L6.FL tATS24C 24 (4)10d (14)10dx11 1000 1- 1,000 660 860 FL MTS300 30 (t4)1 (14)10dxI W 1.000 1,000 860 86D HTS16 16 ((Q 10d (16)100 z 1141' ' 1,2 .: *A,*1 0:,1 ` 1,085 990 IHS20 HfS24_1 20 24 (i )19d (2010d 124)10dx1h' (24) tod x 11Y 1.450! 9,450 1,460 ' 1,4Fi0 . 1,245 1.245 1,245 L245 117, L6, FL I1TS30 30 120)10d (24) 10dx t'/i 1.450 1,450 1.245 1.245 HT530C 30 (29) tOd (24) 100x 1'h' 1,450 1,450 1,245 1,245 _ t. Leads have berm imeased for wind or earthquake loadalg vnlh rb lumw inaeaso ato•4ud:(educe where olher bids gnem. -LTS12 dvu LTS20I MLS16 lhroto MTS30. HTS24 through HTS30C HTSM) take ad6tiOnEd naa WIGS- a= ` (except 3.Inslall hall of the I&Iews on cacb End of strap 10 aclieve h:tl karts. 4.A7 straps except Uk MTS30 emU FITS30 ha+ro the Iriist H 11>e center of the strap'( S.Ttvi->t straps do not lama lobe vaapped orer the lmrss 10 ardileve the bad. B.May be insla"ed on thabride face of the stud. 7.Aeov,abo laleral4ds we Ft=751b.end 172-126to. whanthe fouo%%ig Iwallat requVOments are met. The Erst men nail holes Bled Will rod x VW Mnnlun naas. c . , each site of die uwst be M add4;onai faster ers may be installed to W sUap holes. 8. Na11s: IOd= 0. 141, da. x T long. 10dxAx9. zr See pp. 26-27 for 11 of real saes infom3150d / �D� APPRO 1j I DOCUMENT lypical MTS30 Approved by Phillip E Robbins Installation 32s . Florida PE-49070 Plan No, PER210076 Date:1111/2021 SIMPSON. 5trong'~T�e, 4W 15' MTS30 HTS30C (HTS30s7mrlar) (MT580Csn1Bar) MTS Installation as a Truss -to -Top Plate Tie I MTS30 Installation with I•Joist Rafter iSinpson 1 Load Tables, Technical Data and Installation Instructions I a Stro I rivee j SDWC TRUSS Screw (cont.) I SDWC — Allowable Roof -to -Wall Connection Loads ^ DF, SP SPF HF 4 2+'Y,_: _. .::: .... :3_ •�- - ; �ar�uz:m�-,.. r.�.-__-». 225 465 115 190 SOyL'C156to 0.152 6 1 5% 615 130 desgner wn I. Loads hn'a Ir aeased forestal WYJ earthquake (Cn-I.6); no Imthef 5. For Up3N Cmnecign Load Palh, the shay of tits rgi h bad path. I inaeas55 allow naduce s•itm other bads ga+em. 2. Aiavat- bads . W SnWChstaWpErlha'Recmvnended•or'CVWal• lalYie 6. loadnascrreGva!vy is aled sing neausly rlmii9n:Poto Vnons UpVt +Norn, the a Ugfl badmRlbeeAWvabusagerounzya2,M( top (nslanatfon Insln sans. TM SD!!C Is to he:rtslall� Ih+otx,¢r a desire 2<t e bl 1<I.aAhstimtenn + fDeslgn Ff r A'bwabfe F11+ 1�s43n F2 a Nh++ahb� f2) � 1.0. Ths levee terns 3�l Inle anerunun MWss or ratter, in ole unly ectuaGm rapttaserll the posslb'a gem -rated fore dfoctiona. ThO 3. al SDIC wevi racy bo used in eadt Ftyof 2- 0,3-piy rafters a Irussas. Tho amber of turns that must do MAS4WOJ fa skMitanerlus kl3ft is the sate abynetie rS�Lfl bbppdd (a rah sae:+Jrat be muxp,ed by O.W. but may be Initod ".',,.ly dscrtt'on of the Designer and depends On the method of catutafng wid forms by p, o] the plsle or f owty-6o t between the top plals to e}o framr)3 and the U4lial;Orl of the 6arxs vrlhn the sUuctufal syeteM brTox.SDNCtt+5hrrw{tilt/assaM7lesnust6espaoadaminmmdlh'o.c. TTabbfoadsdonolappytolrusseswilherdgranbeariq. 4. Scmr+ are shg4n instated on the interior side of ere lwafl. Imla^atiem m 0» g,Top pale, stud and top date sprce fastened Per appkaM3 Budng Code. exterior stde of tl11e vat ere ooxptabb v4*n Rye rafter or truss areihangs me top Ualea a m'ffnaA Of 3,h•• Typical Roof, -to -Wall Connection - Ft Typical SDWC nstailetion- TrussAlignedvdStud (Offset truss SWIM optional Rogf-to-Wall Connection SDWC Installation - OHset from stud Installation Angle Limit W oriel Ve from ro+e l� fear�es -- Men. Edge Distance for Top Plate splice W mWmum edge di4lanreI Sp7ce may fafW4•aluesbe In uppefof AnMallimdlamf plate 9-Ai Do Nthtl1l RMM Drive' r M1ald>�erra oolfpsat Y.'fmm-4- , Allowable Installation Range Min. Edge Distance for Top Plate Splice (i'Nss offset from stud onth NDI`0 �APPRO APPROVE Approvedy p Florida PEI-490 Dobbins DOCUMENT 9� 34, Plan No. PER210076 Date: 111112021 po►?CH f e:57— C oNNtr`Z77oN 131 ' ?1--` e-X9ViN 1?F,4G77eN e' J?odF ' 370 7 I �5 n- Co.✓AJE�TJdn� @ !�% �)= J�dST :• (�� �G K. G n L� SC,PElvs /,I.LtOL✓. H/1 T�-t►7►�� h/.92 = 990 ��SG�E+v `S�' /f'7'r'`KtlaJ•) AX f/PL)�r a.✓ .¢ i�a5i = C' �r3J �cF� 7e� a� 7e� cem,v (990 ? vx co,�/n/EG77�N ' f' 7 ' B45F : 3 +x o, 131 n �!A/C S ,gLca�✓ SHff1R = 1 dk '� ,�% GD ' l.G (u►-�D� l 13a is w/ CD = /. �5 �JZooF 4►Yf/ calw/e?T Pag i MA,A alr, v77 vPG IFS 3 (I 3 r ptF) = 393 117.4Y 6:J?Ayr7Y C019D = 3' ( IV5 P. .NAIL CIAIIJ \7 , LLnV, wr.VD = L (IG j /NA1V J l al tl 7 373 o►� ALtot✓, G-5;.4V/JY ° 6 (/323'�.�nu� = 71-)'4 > 555*_OX .�NT�?MLrDrA-TL� Pa5?- /'9,41A C-3 y+Ty LOAD G'(tg�ntF� � r►ro+ ALtd►✓, r✓J�+D = q�1�9 ��N+��t J ` WX > 7gG NCI OAPPROVE®" DOCUMENT Approved by Phillip E Robbins . Florida PE-49070 Plan o. PER210076 Date:112021 Design \lethod Allowable Stress Design (ASD) Conntcllom`n'Pelj Withdrawal loading FastenerType)_lag Scr_ety Loa ding Scenario N/A main litember T)pe Sauthem_Pine ". Nialo MembtrThtckuess Ln.s in. Side Jtember'1)•pc Spmce-Pine-Ftr " Slde \lember Thickness — Other (in Inches) -- v 3 Washer Thickness l/a In. Nominal Diamcler 5/161n. v Length 61n. Load Duration Factor CD a 1.6 \Vet Sentce Factor [te1= 1.0 End Crain Factor [_eg = o.75 Temperature Factor C_t = 1.0 11 Ad)usled ASD Capacty 99016s. . The Adjusted ASD Capacity only applies to witildrawal of the fastener from the main weather. It does IL address head pull -through capacity of the faslatef in the side member. vVbile every effort has been made to insure the acct=y of the (urormation presented, and special effort has been made to assure that the information reflects the state-of-the-art, neither die American %Vood Council nor its members assume any responsibility for any particular design prepxed front this on-line Connection Calculator. Those using this on-line Connection Calculalorassmue ail liability from its use. The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State university- Support for development of the ColmecOon Calculator was provided by American Wbgd Council. ND1 As DOCUMENT Approved by Phillip E Robbins Florida PE-49070 Plan No. ER210076 Date:1/11/2021 J I Sd/Lj - or' 3% x 3 NF�ar� W vY�T GAStT - �glo I ST ., • l� , V r 3(S55'j r �� T-�S/ < jCV oIt q /-A77. p, 3a' �� L �Q tt o.4 ': p7C Q/p •ePFMA/G = ;3v)1-7-- UP 3% >< Js 1fEAD4-7? Sw - 17. es- fl�3 .fix , cF = ,.3 �✓n � z r� = . 3?a � = I ss. �� r a g �b r .1e73'(i�� < 1a73 PS 1 17/G C NDI mAPP O U EI.d'¢� 4� Approved by Phillip E Robbins Florida PEA9070 Plan No, PER210076 Date: U1U2021 NDI to Approved by Phillip E Robbins , Florida PE-49070 Company Weather King 0 Designer Kevin L. Nolan, P.E. APPROVC-D 111 RISA Job Number ®OW Plan No. PER210076 Date: 1111/f021 Model Name 8 Ft Wide Floor Joist Wood Properties Database Grade Cm E2mod Nu The Densityjkftl Label 11spSolid Ms Graded '*= ine T1 0 .. Wood Section Sets Label Shape Type Design List Material Design R 41 41 In Vin J [in 4 Ill ::WOODI 0`1 1 Rectangular Node Coordinates----- nafnrh Frnm Diaphragm Label X ft 0 JO Otj:��00.`w �Mmv wM - 2 N2 8 0 0 w : " ::: 3 :'N3 . ..." .333 4 N4 6.67 n Member Primary Data Material slan Rule Label I Node J Node Section/Sh 1 Tvpical :�j Basic Load Cases flon Cate o Nodal Distributed. OSC DL :2 2 Roof Live RILL 2 LL Live LU, 6 Unbalanced Live Load Cantilever Unbalanced LIV6 None Member Distributed Loads (BLC I : Dead) l (IsftFksfk- . . . ft/ftl Start tocatlqn.. J L2ocation (ft., %)] Member Label abet Direction Start . . ', Magnitude . . . /,J()U: M Member Distributed Loads (BLC 5: Live) Start Location ft End.1-ocation [(ft, '/-A L �0��d Magnitude lb/ft F.�§f �- _9 0/ Member b�! Fin -Nft %100 .5 ! 49--1 5 Member Distributed Loads (BLC 6: Unbalanced Live Load) lLLabel Direction Start p �.d n lu, Mb 4. f;tft) Stra. rLoLllon I.%:-'- - - End Loc: ation ttt i"l .54 I Member Distributed Loads (BLC 7: Cantilever Unbalanced Live) 1 —11— iffff 0i11 Fnd I nnntion I'(ft. OMI Node Loads and Enforced Displacements (BLC 1 : Deadj KIM. I .[)P.l L. D. M Direction Magnitude f(lb, k:ft), (in, rad), (lb*s'lft, lb*s2'ft)] Node Loads and Enforced Displacements (BLC 2: Roof Live) KIM. I ahAl L. D. M Direction Magnitude Rib, k-it) (in - rad).. (Ib* . elft, Ib' RISA-31) Version 19 18' Floor Jolst.r3d I Page 1 Company : Weather King IIIRISA Designer :Kevin L. Nolan, P.E. Checked By Job Number : nrlcvrrsu�rl coi+:riw Model Name : 8 Ft Wide Floor Joist Node Loads and Enforced Displacements (BLC 4: Uplift) Envelope AF&PA NDS•05108: ASD Member Wood Code Checks Member Shape Code Check Loclftl LC Shear Check Loc ft DirLC Fe' ksi Ft' ksi Fb1' ksi Fb2' ksi FY ksi , RB J V -98 0 ng� 3 g 1 M1 2X4 0 581 1 333 4 0 27 1 333 2 0 846 0 844 ' 1,5511 ''i 5"o i 0 i7` NDi �InPPROVED� DOCUMENT Approved by Phillip E Robbins Florida x PE-490070 � 0� � e- Plan No. ER210076 Date:1111/2021 RISA-3D Version 19 [ 8' Floor Joist.r3d ] Page 2 11IR14 ANELMLISCIIEN company Weather King Designer Kevin L. Nolan, P.E. Job Number : Model Name : 10 Ft Wide Floor Joist WIN - Approved by Phillip E Robbins %APPROVEDo - I. Fl.rIda PE-49070 DOCUMENT Plan No. PER210076 Date: 1/1 IT2021 e Type Database Species Grade Label" ki .Sp lid Sawn I Visually Graced Southern'Pi no -1 Cm Emod Nu Them". qeff. �* ... :t Density fk1ft ' 11 M . Densit 03. _7 Wood Section Sets LabelShape Type n Material DeSl n Rule Area In zz J lin"I IV —!20.'7iP7. NT7 -.--I Mode Coordinates rtn nmsnh From Dial3hream Label .0 2 N2 10 0 u 3 N3 ..' VN44�; F 4 7.667 0 0 MemberPrImary Data Label I Node J Node Section/Shape T, Design List Material Deslan Rule Type :%, T,Ni�,l . OOD1A*::::-%`1�':— Basic Load Cases KI-A-f nicftihlltpd 2 Roof Live RLL 2-- -ji Live LL �sUnbalanCed Live Load LU; 7 Cantilever unbalancedLive None Member Distributed Loads (BLC I Dead) Member Label Directiontort%cation it, Start Magnitude 0 /0100:6. Member Distributed Loads (BLC 5: Live) n Hit, N1, it % End Location ME ` . '0 ,��qlpr Magnitude e ft Ib L Me ni u !D% 10 S11111 11 V �.o -53 Member Distributed Loads (BLC 6: Unbalanced Live Load) F ksf, k-ft/ft] Start Location t OV01 End Location f(ft, %)I Direction Start Magnitude e aLlbj�� End Magnitude ObIft, _Hf_ � -�63 .7.667 F7 .Y 53 Member Distributed Loads (BLC 7: Cantilever Unbalanced Live) 11. .1%, C-4 I —ff— tiff 0M) Node Loads and Enforced Displacements (BLC I: Dead) Node Loads and Enforced Displacements (BLC 2: Roof Live) RISA-313 Version 19 10' Floor Joist-r3d Page I Company : Weather King IIRISA Designer :Kevin L. Nolan, P.E. Job Number Checked By n�;c����sra�eatnuv;,1JV Model Name : 10 Ft Wide Floor Joist Node Loads and Enforced Displacements (BLC 4 • Uplift) Load Combinations — t{LU Envelope AFBPA NDS-05/08. ASD Member Wood Code Checks Member Shape Code Check LOc LC Shear Check Loc[ft] Dirl-CFe' [ksiFt'Fb1' [ksi] Fb2' [ksi] Fv (ksi� RB CL CP Eqn 1 M1 .. 2a 0 672 7 604 12 ' "'0 23'' ""I7'708I V 1121 1 Q8 `l `0 75 I `1 222 =1 '`7 15 <` I u•z�a h�•5ua�u.arow.oyo��.av� NO OAPPROVEDO DOCUMENT Approved by Phllllp E Robbins Florlda PE-49070 " if Plan No. 6ER210076 Date: 1/11/2021 RISA-3D Version 19 [ 10' Floor Joisl.r3d ] Page 2 x N3 2xs ,5 ` —NI +' jN6 J_N4 N2 ND! DOCUMENT Approved by Phillip E Robbins Florida PE-47907�0� Plan No. 15ER210076 Date: III 1/2021 Weather King 11'-2" Wide Floor Joist SK-9 Kevin L. Nolan, P.E. Dec 30, 2020 12' Floor Jolst.r3d OIIRI%c Ar:rmrTw:jmK 0 " Approved by Phillip E Robbins Company Weather King O&APROVED Florida PE-49070 Designer Kevin L. Nolan, P.E. dol wcuMENT A4L Job Number Men No. PER210076 Date: ill 11T021 Model Name 1-2" Wide Floor Joist — Wood Pro pernes KI., Th— r—ffrIAS*F-11 Densilvik/ftl I -ale, TY 11 Ill _W0001 A -1 Mode Coordinates Label X ft Y ft c it On" 2 N2 11.17 0 0 0 3 NV: 0 0 4 N4 10.17 0 w, 5 N5. 0 6 N6 8.25 0 Member Primary Data KAMPAW Design Rule Member Distributed Loads (BLC 1 :Dead) Ift F, ksf k-f[Ift start L�2�tion O/b End Location f� jib Member Labe Start M End Magnitude100 I Direction �!g 0 Member Distributed Loads (BLC 5: Live) _ __ _ ... .. __ , .,_, b "if.) Q#�O I _1— tiff. -,Ill End Location Vft, %)L Member Distributed Loads (BLC 6 : Unbalanced Live Load) 05 ftiftj Start ft End,Location Member Label Direction S�.MbPI � I Ift End Me nitude Ibift F ksf k .:..:2.663 ::,8.438 Member Distributed Loads (PLC 7: Cantilever Unbalanced Live) 1 —11— Ffft 0/11 End Location Hit. %)l Node Loads and Enforced Displacements (BLC 1 . Dead) t,-(41 /in I.rn Node Loads and Enforced Displacements (BLC 2: Roof Livej --u--ak t,-ftx n. —11 Ilh-q 21ft. Ih*S2*fj)j TIS—A3D Version 19 12- Floor JolstAd Company : Weather King ����p Designer :Kevin L. Nolan, P.E. H Job Number Checked By: n e7tru?isci�e6 �:nvnwry Model Name : 11'-2" Wide Floor Joist Node Loads and Enforced Displacements (BLC 4 • Uplift Load Combinations Solve Envelope AF&PA NDS•05108: ASD Member Wood Code Checks Member Shape Code Check 1 'M1 2X6 L[ftl LC Shear Check LoctlDirLC Fc'ksFF'"sRB 4ACP on 233''019911029j v 11136rt00299 t01127 l)I IuzIka)"a•znC.ina o.a-off NDI \ OAPPRQVED" le' p`!�� , Approved by Phillip E Robbins Florida PE-49070 &• e- X Plan No. ER210076 Date;1/11/P021 Page 2 RISA-3D Version 19 [ 12' Floor Joist.r3d ] ��A1Z c./iiLLS — t=N� o✓/YLL,$ ✓o/?s% c�sm .. 3�� " ��.✓. �AniFz- ThF1G/SSNESS nEiz /v DS '5 D P w5 7;* Bt.t y. 3 14- RC`DclG37on/ r.9z; r a n s.97�t 7'Y �gLcaw, `✓,�D sNfsR 1!�D(",%) = Say Pzr- t- t✓,A/D /,/O Rl-1 t. To R I DG � ` w,p� -~ n'J,gSt ��vD wiru opt-,✓,1✓G y �� " /j1Ax wl�v� &dAD A% ,Z-oF -IA1/E /JeR/z. RAF t✓i.•�a Rr'9c77�� e, yy P.s3 ^�(o,o���- 51 PI, r= 13Y PLF /hRN k/jwp Ld gp @ EnO WIJG ` 13y gO ,4LL,dV. L dAb Wl V '.O j-gN1Ajr t y fOr W)ar �i%iAX �iv� t✓itLG oP�,./i.•�G � G =o 14,4x w,+vD 4,0.9.D /gr Mf3x �✓�n�D Go�D � Eti� w.,�c, = 135+'(isi � aolo . a► 4U,t . 0114 � kI NDI DOCUMENT Approved by Phillip E Robbins Florida PE-49070 Plan No. PER210076 Date: ill 1/2021 MAk �,/,.vj7 Go,ga ,gT.9VE—; ! 3N Pz-7= G CND b✓ALL : ! 3y �tG '% ' a r �i y ,9-41.duj I d,g;> C. 11 y G ''e. - S htFRTI� 1-,V777:F1aR f/i-C cF �r✓�LL , /� ��G D S� ��lytf /VijlClNG = .3 �- I AL-LaW. 4019D r e > ''f oM NDi ImAg�'��{{PPR{oVED' i)or :`ji,,AENT Approved by Phllllpp E Robbins Florida PE 49070 Plan No. PER210076 Date;1 /1112021 Approved E Robbins GENERAL NOTES: 1. STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE (FBC). 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ABOVE CODES AT THE TIME OF MANUFACTURE. 3. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. 4. STRUCTURES ARE CLASSIFIED AS "MINOR STORAGE FACILITIES" (RISK CATEGORY 1) PER TABLE 1604.5 AND SHOULD NOT BE USED FOR HUMAN HABITATION. 5. STRUCTURES ARE DESIGNED FOR LOCATIONS THAT HAVE A 3 SECOND WIND GUST OF 160 MPH FOR RISK CATEGORY I STRUCTURES PER FIGURE 1609.3(4) OF THE 2020 FBC. 6. SIDING FASTENERS SHALL NOT BE INSTALLED IN PANEL SIDING GROOVES IN THE FIELD OF THE PANEL OR WHEN THE SIDING GROOVES OCCUR AT CUT EDGES OF THE SIDING PANEL. 7. STRUCTURES ARE DESIGNED FOR LOCATIONS THAT ARE NOT IN FLOOD HAZARD AREAS. 8. IN ACCORDANCE WITH FBC 1609.1.2, STORAGE SHEDS NOT DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA OF 720 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THE 2020 FBC. 9. IN ACCORDANCE WITH FBC 1010.1.1, BUILDINGS THAT ARE 400 SQUARE FEET OR LESS THAT ARE INTENDED FOR USE IN CONJUNCTION WITH ONE- AND TWO- FAMILY RESIDENCES ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH REQUIREMENTS OF THE 2020 FBC. 10. ALL ROOF DECKING IS TO BE %s' OSB, ta/2' PLYWOOD, %2' PLYWOOD, OR EQUIVALENT. FASTEN ROOF SHEATHING TO ROOF FRAMING WITH 2%" RING SHANK NAILS SPACED AT 6" MAX, UNLESS NOTED OTHERWISE ON SHEET S-1.5. 11. ALL SIDING IS TO BE TREATED T1-11, LP SMARTSIDE PANEL, OR 29 GA. METAL SIDING. * No.172O9 •, 'n ST TE ., OF �O'�A' • p�����iiONAL �'A������ 12. ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED SYP 92, OR BETTER. 13. ALL UN -TREATED WOOD FRAMING IS TO BE TO BE SPF #2 OR BETTER, UNLESS NOTED OTHERWISE. 14. WOOD FRAMING SHALL COMPLY WITH THE ANSIIAWC "NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION", 2018. 15. ALL FLOOR DECKING IS TO BE Ve" TREATED PLYWOOD OR %" PERFORMAX 600 FLOOR SHEATHING. FLOORING CLOSER THAN 18 INCHES TO EXPOSED GROUND SHALL - BE OF NATURALLY DURABLE OR PRESERVATIVE- TREATED WOOD IN ACCORDANCE WITH 2304.12.1.1. 16. ALL SKIDS ARE TO BE 4X6 PRESSURE TREATED, RATED FOR GROUND CONTACT. - 17. REFER TO THE SUPPLIED FASTENING SCHEDULE FOR FASTENING BASED ON CONNECTION AND LOCATION OF MEMBERS AS PER THE 2020 FLORIDA BUILDING CODE TABLE 2304.10.1, UNLESS NOTED OTHERWISE. 18. ALL EXTERIOR NAILS ARE TO BE ZINC COATED. 19. STRUCTURES SHOULD HAVE 30 YEAR RATED ASPHALT SHINGLES CONFORMING TO ASTM D3161 (CLASS F) OR ASTM D7158 (CLASS H) OR 29 GA METAL ROOF PANELS. 20. SECTIONS AND DETAILS SHOWN ARE INTENDED TO BE TYPICAL AND SHALL APPLY AT ALL SIMILAR LOCATIONS, UNLESS NOTED OTHERWISE. 21. ALL BUILDINGS ARE TO BE ADEQUATELY ANCHORED TO TO RESIST WIND LOADS. ANCHORING OF THE BUILDING IS SUBJECT TO LOCAL JURISDICTION APPROVAL. 22. BUILDINGS HAVE NOT BEEN DESIGNED FOR HVHZ REQUIREMENTS AS SET FORTH IN THE 2020 FBC. DESIGN CRITERIA: 1. RISK CATEGORY I 2. LIVE LOADS: FLOOR: 40 PSF LOFT: 10 PSF ROOF: 20 PSF 3. DEAD LOADS: FLOOR: 4 PSF ROOF: 5 PSF WALLS: 3 PSF These Prints comply with the Florida Manufactured Bid. Act and adopted Codes and Adhere to ilia lailoMng C ' . Construction Type,„,,, Occup,ancS:_.....() Allowable K h mis,_L World Volori,t, Ik 1/aLt FkaRefin4•o0:.1 sralls_44 Plan t' ` Allow. Floor lu, Approva Vat"I _ man Approval of this Document not Auftfto or Approve any Devration From the riawrernerns of appsse" Soft laver. 4. WIND LOADS ARE BASED ON THE FOLLOWING: Vult =160 MPH (2020 FBC FIGURE 1609.3(4)) Vasd =124 MPH RISK CATEGORY I EXPOSURE CATEGORY C INTERNAL PRESSURE COEFFICIENT: GCpi COMPONENTS & CLADDING: EFFECTIVE WIND AREA, Ae =10 FT2 ROOF -ZONE 1 = 19.3, -30.6 PSF ROOF -ZONE 2 = 19.3, -53.3 PSF ROOF -ZONE 3 = 19.3, -78.9 PSF WALL -ZONE 4 = 33.5, -36.3 PSF WALL -ZONE 5 = 33.5. A4.8 PSF EFFECTIVE WIND AREA, Ae = 20 FT= ROOF -ZONE 1 = 17.6, -29.8 PSF ROOF -ZONE 2 = 17.6, -49.0 PSF ROOF -ZONE 3 = 17.6, -73.7 PSF WALL -ZONE 4 = 32.0, -34.8 PSF WALL -ZONE 5 = 32.0. -41.8 PSF NOTE: C&C WIND PRESSURES SHOWN MAY BE REDUCED FOR LARGER AREAS AS ALLOWED BY CODE. 5. CONSTRUCTION TYPE: V-B 6. OCCUPANCY GROUP U 'lull 1vu.'PER210076 Vale: 111 ITEMS BY OTHERS: THE FOLLOWING ITEMS MAY BE SUPPLIED AND INSTALLED BY OTHERS. THESE ITEMS MAY BE SUBJECT TO LOCAL JURISDICTION APPROVAL, WEATHER KING PORTABLE BUILDINGS IS NOT RESPONSIBLE FOR THESE ITEMS. 1. THE FOUNDATION AND TIE -DOWN SYSTEM 2. RAMPS, STAIRS, AND GENERAL ACCESS 3. ELECTRICAL SERVICE HOOKUP NDI APPROVED" ®nCUMENT 350 10 w.- '" lq.'�".f 4•wC.1i� I,MNIIy . •,..u4�' WEATHER KING P.O. BOX 108 PARIS, TN 38242 LOFTED BARW-FLORIDA--WIND=160 MPH --FBC 2020 Digitally signed by Kevin Nolan PROJECT No: SHEET NUMBER ? DN: DATE: 12-31-2020 0.9.2342.19200300.100.1.1=A01 DRAWN BY: KLN S-O-LB 419C0.00001740C89501F00044A Weather King CHECKED BY: KLN 84, cn=Kevin Nolan, c=US Date: 2021.01,0812:21:15-06'00' P O RTA B L F. BUILDINGS REVISION: SCALE: NONE Approved by Phillip E Robbins . Florida PEA9070 FASTENING SCHEDULE (CONT.) DESCRIPTION OF BUILDING ELEMENT I NUMBER AND TYPE OF FASTENER SPACING AND LOCATION SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING a EDGES (INCHES) INTERMEDIATE SUPPORTS (INCHES) W TO Yz° - - 6d COMMON OR DEFORMED (2' x 0.113') (SUBFLOOR AND WALL) 0 12 8d COMMON OR DEFORMED (2Y:' x o.131') (ROOF) 6 12 2Ye x 0.11S' NAIL (SUBFLOOR AND WALL) 6 12 iY' 16 GAGE STAPLE, %s CROWN (SUBFLOOR AND WALL) ' 4 8 2%t x oA13' RING SHANK NAIL (ROOF) 6 12 1%' 16 GAGE STAPLE, YI CROWN (ROOF) 3 6 - 8d COMMON (2Yz' x 0.131') - 6d DEFORMED(2*x0,113') (SUBFLOORAND WALL) 6 12 2% x 0.113'RING SHANK NAIL 6 12 EXTERIOR WALL SIDING Y- LP SP,IARTSIDE PRECISION PANEL OR %'TREATED T7-t1 SIDING 2M/' x 0.113- RING SHANK NAIL ' 6 (SIDE WALL) 6 2Y.' x 0.113' RING SHANK NAIL 3 (END WALL) 6 a. NAILS SPACED AT 61NCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 481NCHES ORMORE. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON. BOX, OR CASING. b. WHERE A RAFTER IS FASTENED To AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL. 1— jV0 ,4 No.77209 ;'yE STATE Q '•, OF ���. L 6R19, Plan No. 'PER210070 Date: U1 !21 Noi 'HAPPROVEDW DOCUMENT LOFTED BARN--FL0R10)A--W1ND--160 MPH--FBC 2020_ PROJECT NO: SHEET NUMBER Digitally signed by Kevin Nolan DATE: 12-31-2020 092342,19200300.100.1.1=AO14 DRAWN BY: KLNS-0.2—LB 10C000001740C89501F00044A8 �i - _ � CHECKED By* KLN 4 cn Kevin Nolan, c=US W ���JJJ 9 f.. REVISION: SCALE: NONE Date: 2021.01.0812:23:25-06'00` P O RTA B L E BUILDING Approved by Phillip E Robbins Florida PE-49070 L. PJO • .tip EN � No.77209 STATE '.•.t� OF — 2�4 32'-0" MAX LENGTH (11'-2" WIDE) 30'-0" MAX LENGTH (10'-0" WIDE) 20'-0" MAX LENGTH (8'-0" WIDE) CONT. 2x4 TREATED FLOOR JOISTS @ 16" O.C. MAX. (8' WIDE) CONT. 2x6 TREATED FLOOR JOISTS @ 16" O.C. MAX (10' & 11'-2" WIDE) (SPLICED JOISTS ARE NOT PERMITTED) TYPICAL FLOOR FRAMING PLAN TREATED RIM JOIST (TYP) NDI %APPROVE®� DOCUMENT OUTSIDE 4x6 TRTD SKID (REQ'D FOR 11'-2" WIDE BUILDINGS ONLY) INSIDE 4x6 TRTD SKID OUTSIDE 4x6 TRTD SKID (REQ'D FOR 11'-2" WIDE BUILDINGS ONLY) -=16 MPH--2^20 LOFTED BARN-FLORDAWIND PROJECT NO: SHEET NUMBER Dlgitally signed by Kevin Nolan DATE: 12-31-2020 DN: KILN S-1.0—LV 100000000174008950 F00044A8 - — mqa�� DRAWN BY: 4, cn=Kevin Nolan, c=US W _ .. CHECKED BY: I( zi Date: 2021.01.081223.45-06'00' PORTABLE BUILDIN REVISION: SCALE; NOT TO SCALE `rf Approved by Phillip E Robbins Florida PE-48070 a C c c '1110 � L' Np ���'��. * N0.77209 ; ST TE O �'•. +\L OF 32'-0" MAX LENGTH (11'-2" WIDE) 30'-0" MAX LENGTH (10'-O" WIDE) Ss 4'-0" OR 6'-0" PORCH 2x4 STUD WALL TREATED RIM JOIST. ABOVE (TYP) 3 S-3.2 � +1 +t II II SPAN OF TRTD PORCH DECKING I I POST CONT. 2x4 TREATED FLOOR JOISTS @ 16" O.C. MAX. (8' WIDE) 4x6 TRTD P ABOVE OSTTYP) CONT. 2x6 TREATED FLOOR JOISTS @ 16" O.C. MAX (10' & 1 V-2" WIDE) 1 (SPLICED JOISTS ARE NOT PERMITTED) S-3.2 TYP LOFTED BARN CABIN FLOOR FRAMING PLAN (OPTIONAL) OUTSIDE 4x6 TRTD SKID (REQ'D FOR 11'-2" WIDE BUILDINGS ONLY) INSIDE 4x6 TRTD SKID OUTSIDE 46 TRTD SKID (REQ'D FOR 11'-2" WIDE �. BUILDINGS ONLY) N DI OAPPROVED" DOCUMENT MPH--FBC21"020 LOFTED PROJECT NO: SHEET NUMBER i Digitally signed by Kevin Nolan DATE: DN; 12-31-2020 II 1410 42. 00174OC890.1.1=A0 KLN S r=!11®L �71410co0o0o174ot89S01Foo09 —_ Kin — � DRAWN BY: V 4A84,cn=KevinNolan,c=US CHECKED BY: I(L(�J 1 Date: 2021.01.0812:24:07 Weal -- - - --- osoo' PORTABLE 13UILDINGS REVISION: SCALE: NOT TO SCALE f►f Approved by P111111p E Robbins . Florida PE-49070 ,`V v " L. 1VO * : No.77209 ; * b STATE or 32'-n" MAX I_FNGTH r11'-2" wir)m 30'-0" MAX LENGTH (10'-0" WIDE) a o TREATED RIM JOIST (TYP) q' in 91. 3 I a. S-3.2ft OPP \1 I I N 1q, 4x6 TRTD POST ABOVE (TYP) 2 S 3,2 S 3.2 12'-0" MAX PORCH 2x4 STUD WALL ABOVE (TYP) CONT. 2x4 TREATED FLOOR JO CON7.2x6 TREATED FLOOR JO SPAN OF TRTD (SPLICED JOISTS ARE NOT PEP PORCH DECKING SIDE LOFTED BARN CABIN FLOOR FRAMING PLAN (OPTIONAL) NDI ""APPROVED" DOCUMENT OUTSIDE 4x6 TRTD SKID (REQ'D FOR 11'-2" WIDE BUILDINGS ONLY) INSIDE 4x6 TRTD SKID OUTSIDE 46 TRTD SKID (REQ'D FOR 11'-2" WIDE BUILDINGS ONLY) STS @ 16'.O.C. MAX. (8' WIDE) STS @ 16" O.C. MAX (10' R 11'-2" WIDE) MITTED) LOFTED BARN--FLOR11DA--W1ND=160 MPH--FBC 202.0 Digitally signed byKevinNolan DN: PROJECTNO: SHEET NUMBER DATE: 12-31-2020 1.410C 000010300.100.1.1=A0 1410 42.19200300.10 01 F0004 Weather Ku-- DRAWN BY:KLN S_ 1 4A84, cn=Kevin Nolan, c=US CHECKED BY: KLN 1.2®LB Date: 2021.01.0812:24:32 -06'00' r` PORTABLE BUILDINGS REVISION: SCALE: NOT TO SCALE RE yrr No.77209 yrr 71r '>7 ' STATE .�0 '., A OF aq--n'- nneY I FnVrTP a o 4'-0 2x4 STUD WALL ABOVE (TYP) 3 I S-3.2 P-1 -7 rn +1 SPAN OF TRTD PORCH DECKING TREATED RIM'JOIST 4x6 TRTD POST ABOVE (TYP) 2 8-3.2 S 3.2 (TYP) CON] (SPLI 12'-0" Approved by Philllpp E Robbins Florida PE 49070 In No. PER210076 Date: vt 12( y - NDI q�, w�}9�`p liO���,�ED" ir,UU,) tEN 1 OUTSIDE 4x6 TRTD SKID INSIDE 4x6 TRTD SKID OUTSIDE 4x6 TRTD SKID . 2x6 TREATED FLOOR JOISTS @ 16" O.C. MAX. 'ED JOISTS ARE NOT PERMITTED) DELUXE LOFTED BARN CABIN FLOOR FRAMING PLAN (OPTIONAL) LOFTED BARN-FLORIDA-WINDP-160 MPH--FBu'0`- 2020" PROJECT NO: SHEET NUMBER >. Digitally signed by Kevin Nolan DATE: 12-31-2020 n °NWew-,therSARB .9.234009200300.100.1.1=AA8 DRAWN BY: KLN CHECKED BY: KLN4, cn=Kevin Nolan, c=US - Date: 2021.01.0812:24:56 -0600' PORTABLE BUILDINGS REVISION: SCALE: NOT TO SCALE Approved byy Plilllip E Robbins , Florlda PE-49070 lim 32'-0". MAX LENGTH LOFTED BARN w/ ROLL -UP DOOR FLOOR FRAMING PLAN (OPTIONAL) ND1 %APPROV D" DOCUMENT OUTSIDE 4x6 TRTD SKID INSIDE 4x6 TRTD SKID OUTSIDE 4x6 TRTD SKID =ATED FLOOR JOISTS @ 12" O.C. (SPLICED JOISTS ARE NOT PERMITTED) LOFTED BARN-FLORIDA-WIND=160 MPH--FBC 2020 ? * ;' No.77209 * E PROJECT NO: SHEET NUMBER ,D Digitally signed by Kevin Nolan DATE: 12-31-2020 �j STATE DN:I ther O OF Q. ,0.9.2342.19200300.100.1.1=A014 - -- — - DRAWN BY: KILN S®14-L� �i�� �OR19,••, ����/��� joC000001740C89501Fo0044A8 4, cri=Kevin Nolan, c=US Weat CHECKED BY: KLN ��+�++++rtuotl►tp� Date: 2021.01.0812:25.21-06'00' ®�!i"�" ■ ■ Ii►� r PORTABLE— BUILDINGS REVISION: SCALE: NOT TO SCALE Approved byy . Florlda E Robbins Ivo * ; • No.77209 STATE 32'-0" MAX LENGTH (IV-2" WIDE) 3W-0" MAX LENGTH (10'-0" WIDE) I 20'-0" MAX LENGTH (V-0" WIDE) RIDGE O r O u m RIDGE O O m RIDGE TO SHEETS S-2.4 AND 8-2.5 ROOF FRAMING PLAN FASTEN ROOF SHEATHING TO FRAMING AT 4 INCHES O:C. AT EDGES AND IN THE FIELD WITHIN THE END STRIP AT EACH ENDWALL. REFER TO FASTENING SCHEDULE FOR ADDITIONAL INFORMATION. NDI DOCUMENT FASTEN ROOF SHEATHING TO FRAMING AT 61NCHES O.C. AT EDGES AND IN THE FIELD, LINO. REFER TO FASTENING SCHEDULE FOR ADDITIONAL INFORMATION. VARIES ROOF SHEATHING DIAGRAM LOFTED BARN--FLOR11DA--W1ND=160 MPH--FBC 2020 PROJECT NO: SHEET NUMBER Digitally signed by Kevin Nolan DN: DATE: 12-31-2020 ,0.9.2342.19200300.100.1.1=A014 10C000001740C89501F00044A8 W e-- ath Kingo DRAWN 8Y-. KLN S -1 -LB 4, cn=Kevin Nolan, c=US CHECKED BY: KLN .5 Date: 2021.01.0812:25:43-0600' PORTABLE BUILDINGS I REVISION: SCALE: NOT TO SCALE Approved byy Phillip E Robbins Florlda PE-49070 REFER TO NOTE 10 ON SHEET S-0 FOR ROOF SHEATHING ROOF TRUSS. REFER TO SHEETS S-2.4 AND S-2.5 60" ASTM D3161 CLASS F OR ASTM D7158 CLASS H ASPHALT SHINGLES OR 29-GAGE METAL ROOFING 2x4 LOFT JOIST @ 24" O.C. T1-11 SIDING, %" LP SMARTSIDE PRECISION SERIES �' DOUBLE 190 SIDING, OR TOP PLATE 29 GA METAL SIDING (REF NOTES) 00 (2) 4x6 TRTD SKID t 5'-4" 8' WIDE NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 & S-0.2 FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE. •J��,14� .•.. O ' •,,,,,��i4 * ; No.77209 STATE OF :0`�'•• L OR1D. - %s" OSB OR Yz' PLYWOOD DECKING @ LOFT AREAS PROVIDE CONT, METAL DRIP EDGE AT EAVES AND GABLE ENDS. REF. DETAIL 31S-3.0 (TYP) 2x4 STUDS @ 16" O.C. PROVIDE DOUBLE STUDS AT WALL SIDING VERTICAL SEAMS %" TREATED PLYWOOD OR PERFORMAX 500 FLOOR DECKING. 2x4 TRTD FLOOR JOISTS @ 16" O.C. MAX I REFER TO NOTE 10 ON SHEET S-0 FOR ROOF SHEATHING ROOF TRUSS. REFER TO SHEETS S-2.4 AND 8-2.5 Vss" T1-11 SIDING, %" LP SMARTSIDE PRECISION SERIES 190 SIDING, OR 29 GA METAL SIDING (REF NOTES) (2) 4x6 TRTD SKID NOTES FOR METAL WALL/ROOF PANELS: 1) METAL WALL PANELS WITH THE RIBS RUNNING HORIZONTALLY SHALL BE ATTACHED TO WALL SHEATHING PER DETAIL 4 ON SHEET S-3.3 AND DETAIL 1 ON SHEET S-3.4. 2) METAL WALL PANELS WITH THE RIBS RUNNING VERTICALLY SHALL BE ATTACHED TO 2x4 GIRTS IN ACCORDANCE WITH DETAILS 2 AND 3 ON SHEET S-3:3. - 3) METAL PANELS ATTACHED DIRECTLY -TO WOOD FRAMING SHALL BE ATTACHED IN ACCORDANCE WITH DETAIL 3 ON SHEET S-3.3 4) METAL PANELS ATTACHED TO DECKING SHALL BE ATTACHED IN ACCORDANCE WITH DETAIL 4 ON SHEET S-3.3 BUILDING SECTIONS 2x6 LOFT JOIST @ 24" O.C. DOUBLE TOP PLATE t 5'-4" 10'-0" 10' WIDE ASTM D3161 CLASS F i5'R" ASTM D7158 CLASS H ASPHALT SHINGLES OR 29-GAGE METAL ROOFING Mj'OSB OR Y2" PLYWOOD DECKING @ LOFT AREAS Dc PROVIDE CONT. METAL DRIP EDGE AT EAVES AND GABLE ENDS. REF. DETAIL 31S-3.0 (TYP) 2x4 STUDS @ 16" O.C. PROVIDE DOUBLE STUDS AT WALL SIDING VERTICAL SEAMS 5/g" TREATED PLYWOOD OR PERFORMAX 500 FLOOR DECKING. 2x6 TRTD FLOOR JOISTS @ 16" O.C. MAX �i � �:i1 •'ll� Y � W.i PO1 V, PROJECT NO: SHEET NUMBER DN Digitally signed by Kevin Nolan i DATE: _ 12-31-2020 /' C — v/t,s 4 QC090001740C89501F00 44A Weather DRAWN BY: KILN -2.0-LB 84, cn=Kevin Nolan, c=US m _ CHECKED BY: KLN Date: 2021.01.0812:26.51 06'00' PORTABLE BUILDINGS ■ I Y DINGS REVISION: SCALE: 1 /4" = V-0" 9E �p� Approved by !l���� . Florida E Robbins REFER TO NOTE 10 ON SHEET S-0 FOR ROOF SHEATHING ROOF TRUSS. REFER TO SHEETS S-2.4 AND S-2.5 00. 2x6 LOFT JOIST @ 24" O.C. 9/8" T1-11 SIDING, %' LP SMARTSIDE PRECISION SERIES DOUBLE 190 SIDING, OR TOP PLATE 29 GA METAL SIDING (REF NOTES) 5'-4" .(4) 4x6 TRTD SKID 11'-2" 11'-2" WIDE NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 & S-0.2 FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE. p���Oiii ,ti ;• No.77209 STATE �p N OF <, Ono, •� ASTM D3161 CLASS F OR ASTM D7168 CLASS H ASPHALT SHINGLES OR 29-GAGE METAL ROOFING Yls' OSB OR Yi' PLYWOOD DECKING @ LOFT AREAS PROVIDE CONT. METAL DRIP EDGE AT EAVES AND GABLE ENDS. REF. DETAIL 3/8-3.0 (TYP) 2x4 STUDS @ 16" O.C. PROVIDE DOUBLE STUDS AT WALL SIDING VERTICAL SEAMS e" TREATED PLYWOOD OR PERFORMAX 500 FLOOR DECKING. 2x6 TRTD FLOOR JOISTS @ 16" O.C. MAX BUILDING SECTION DOCUMENT Plan No.'PER210076 NOTES FOR METAL WALUROOF PANELS: 1) METAL WALL PANELS WITH THE RIBS RUNNING HORIZONTALLY SHALL BE ATTACHED TO WALL SHEATHING PER DETAIL 4 ON SHEET S-3.3 AND DETAIL 1 ON SHEET S-3.4. 2) METAL WALL PANELS WITH THE RIBS RUNNING VERTICALLY SHALL BE ATTACHED TO 2x4 GIRTS IN ACCORDANCE WITH DETAILS 2 AND 3 ON SHEET S-3.3. 3) METAL PANELS ATTACHED DIRECTLY TO WOOD FRAMING SHALL BE ATTACHED IN ACCORDANCE WITH DETAIL 3 ON SHEET S-3.3 4) METAL PANELS ATTACHED TO DECKING SHALL BE ATTACHED IN ACCORDANCE WITH DETAIL 4 ON SHEET S-3.3 LOFTED BARN-FLOR11DA- 'WIN®160 MPH--FBC 2020 PROJECT No: SHEET NUMBER Digitally signed by Kevin Nolan DATE: 12-31-2020 ON: 000000017740089501 F00 44A DRAWN BY: KILN We,- JI-60LI-er mAr 84, cn=Kevin Nolan, c=US _ CHECKED 6Y: KLN S-211B ca Date: 2021.01.0812:27:19-0600' PORTABLE BUILDINGS REVISION: SCALE: 1/4" = 1'-0" Approved byy P111111p E Robbins Florlda PE-49070 ROOF TRUSS REFER TO DETAIL 5 ON SHEET 83.1 FOR STRAP 2x4 STUDS @ 16" O.C. ATTACHMENT. (TYP) LAP THE TOP PLATE FROM THE SIDE WALL OVER THE END WALL PLATE AT EACH CORNER. 1%" -1$ GA METAL BRACING STRAP (SEE NOTE, TYP) 4'-0" MAX DOUBLE TOP PLATE OPENING REFER TO DETAIL 4 ON SHEET S3.1 FOR STRAP ATTACHMENT. (TYP) 8' WIDE FRONT ENDWALL ROOF TRUSS 2x4 STUDS @ 16" O.C. REFER TO DETAIL 5 ON SHEET S3.1 FOR STRAP ATTACHMENT. (TYP) 1Y4"-16 GA METAL BRACING STRAP (SEE NOTE, TYP) ATTACH STRAP TO EACH STUD W/ (2) 8d NAILS MIN. (TYP) * ; • No.77209 ,E AO STATE: •'•, .C� OF DOUBLE TOP PLATE 8' WIDE REAR ENDWALL OPTIONAL WINDOW 36"WIDE MAX (TYP) LAP THE TOP PLATE FROM THE SIDE WALL OVER THE END WALL PLATE AT EACH CORNER. REFER TO DETAIL 4 ON SHEET S3.1 FOR STRAP ATTACHMENT. (TYP) � �® ®���" ROOF TRI�Nojo rf4^, REFER TO DETAIL 5 ON �� 2x4 S.Da1e: SHEET S3.1 FOR STRAP ATTACHMENT. (TYP) DOUBLE TOP PLATE 1%" -16 GA METAL BRACING STRAP (SEE NOTE, TYP) ATTACH STRAP TO EACH STUD W/ (2) 8d NAILS MIN. (TYP) 2x4 STUDS @ 1a" ^ REFER TO DETAIL 5 ON SHEET S3.1 FOR STRAF ATTACHMENT. (TYP; 1,V4" - 16 GA METAL BRACING STRAP (SEE NOTE, TYP) ATTACH STRAP TO EA( STUD W/ (2) 8d NAILS MI (TY NOTE: METAL STRAP BRACING IS NOT REQUIRED FOR WALLS SHEATHED WITH WOOD SIDING, PLYWOOD,OR OSB 6'-0" MAX OPENING LAP THE TOP PLATE FROM THE SIDE WALL OVER THE END WALL PLATE AT EACH CORNER. REFER TO DETAIL 4 ON SHEET S3.1 FOR STRAP ATTACHMENT. (TYP) u u u ADDITIONAL 1Y" -16 GA 10'-0" WIDE FRONT ENDWALL STRAP FOR BUILDINGS 22'-0" TO 30'-0" LONG (SEE NOTE, TYP) .s IUBLE TOP PLATE ,P THE TOP PLATE :OM THE SIDE WALL /ER THE END WALL ATE AT EACH CORNER. REFER TO DETAIL 4 ON SHEET S3.1 FOR STRAP ATTACHMENT. (TYP) 10'-0" WIDE REAR ENDWALL Mwi PROJECT NO: SHEET NUMBER Digital) signed b Kevin Nolan DN: Y g Y DATE: 12-31-2020 1 - 00001740089501F00044A8 DRAWN BY: KLN m moftk 0. 4, cri=Kevin Nolan, c=US LB We ... eu 111 9 CHECKED BY: KLN Date: 2021.01.08 12.27.48-06'00' PORTABLE BUILDINGS REVISION: SCALE: NOT TO SCALE REFER TO DETAIL 5 OI` SHEET S3.1 FOR STRAF ATTACHMENT. (TYP; `!Y ' -16 GA METAL BRACING STRAP (SEE NOTE, TYP) ATTACH STRAP TO EA( STUD W/ (2) 8d NAILS MI (TY 2x4 STUDS @ 1 ^ REFER TO DETAIL 5 % SHEET S3.1 FOR STRAF . ATTACHMENT. (TYP; %" -16 GA METAL BRACING STRAP (SEE NOTE, TYP) ATTACH STRAP TO EA( STUD W/ (2) 8d NAILS MI (TY No.77209 S �* •• STATE 1 V-2" WIDE FRONT ENDWALL UAb STUDS @ 16" O.C. RUBLE TOP PLATE P THE TOP PLATE ;OM THE SIDE WALL !ER THE END WALL PLATE 'EACH CORNER. REFER TO DETAIL 4 ON SHEET S3.1 FOR STRAP ATTACHMENT. (TYP) IUBLE TOP PLATE P THE TOP PLATE ;OM THE SIDE WALL /ER THE END WALL PLATE 'EACH CORNER. REFER TO DETAIL 4 ON SHEET S3.1 FOR STRAP ATTACHMENT. (TYP) ATTACH EACH JAMB STUD TO ROOF TRUSS w/ (3) 3" x 0.131" RING SHANK NAILS 1 V-2" WIDE REAR ENDWALL NOTE: METAL STRAP BRACING IS NOT REQUIRED FOR WALLS SHEATHED WITH WOOD SIDING, PLYWOOD,OR OSB 2x4 KNEE BRACE EACH SIDE OF DOOR 9'-0" OPENING Approved by Phllllpp E Robbins Florida PE•49070 ROOF TRUSS Plan No, PER210076 Date: 1/1 121 LAP THE TOP PLATE FROM THE SIDE WALL OVER -THE END WALL PLATE AT EACH CORNER. 2x4 FLAT w/ 2x4 ON EDGE OVER THE DOOR. REF DETAIL 6/S-3.0 (2) 2x4 FULL HEIGHT STUDS EACH SIDE OF DOOR. NOTCH THE STUDS AT THE ROOF TRUSS. 1 V-2" WIDE FRONT ENDWALL W/ ROLL -UP DOOR (OPTIONAL) NOTES FOR ROLL -UP DOOR OPTION: Him NPPRQVE® 8 (,-;UMENT 1. FOR BUILDINGS SHEATHED WITH T1-11 OR LP SIDING, PROVIDE FULL HEIGHT %6" OSB OR PLYWOOD WALL SHEATHING ON THE INTERIOR FACE OF THE WALL. ATTACH THE SHEATHING TO THE WALL FRAMING WITH 2Y6" x 0.113" RING SHANK NAILS SPACED AT 3" MAX. 2. FOR BUILDINGS SHEATHED WITH METAL SIDING, PROVIDE %s' OSB OR PLYWOOD WALL SHEATHING ON THE INTERIOR FACE PLUS THE EXTERIOR FACE OF THE WALL. THE EXTERIOR METAL SIDING SHALL BE ATTACHED TO SHEATHING PER DETAIL 1 ON SHEET S-3.3. ATTACH THE SHEATHING TO THE WALL FRAMING WITH 2W x 0.11W RING SHANK NAILS SPACED AT 3" MAX. LOFTED BARN-FLOR11DA-WIND�160 2020 PROJECT NO: ' Digitally signed by Kevin Nolan SHEET NUMBER t DN: DATE: 12-31-2020 0.9.2342.19200300,100.1.1=A01 g DRAWN BY: KLN HIM 410G000001740C89501F00044AWte--atheq C 84, cn=Kevin Nolan, c=US Kin CHECKED BY: KLN 11 a Date: 2021.01.0812:28:18-06'00' PO RTA B L� BUILDINGS REVISION: SCALE: NOT TO SCALE Approved by Phillip E Robbins . Florida PE-49070 GENERAL NOTES: 1. REFER TO SHEET S-0 FOR DESIGN LOADS. 2. MAXIMUM TRUSS SPACING = 24" O.C. UNLESS NOTED OTHERWISE. 3, TRUSS TOP CHORD SHALL BE BRACED W1 STRUCTURAL WOOD SHEATHING ATTACHED DIRECTLY TO TRUSS MEMBERS. 4. ALL TRUSS MEMBERS ARE TO BE SPF #2 OR BETTER. 5: TRUSS PLATES ARE TO BE A MINIMUM OF 20 GAGE (MT20) HYDRAULICALLY PRESSED IN PLACE EACH SIDE OF TRUSS. 6. REACTIONS DUE TO WIND ARE BASED ON MWFRS END ZONE PRESSURES. INDIVIDUAL MEMBERS DESIGNED FOR COMPONENTS AND CLADDING WIND PRESSURE. 7. DEFLECTION MEETS U240 LIVE LOAD AND U180 TOTAL LOAD. 8. LOAD DURATION ADJUSTMENT FACTORS: ROOF LIVE: 1.25 WIND: 1.60 9. REPETITIVE MEMBER INCREASE: 1.15 10. HORIZONTAL THRUST IS TO BE RESISTED BY LOFT JOISTS. REFER TO SHEETS S-2.0, S-2A, AND S-3.0 FOR LOFT JOIST SIZE, AND ATTACHMENT INFORMATION. O♦♦�`J L� 11T0���►h��O * ; No.77209 ST TE '•, OF ��•.LORIQPZo4 i ... ..•' `�ONAL.��`` 2x4 TRUSS 2x4 TRUSS MEMBER (TYP) Plen o, PER210076 Date, 1j (TYP) MEMBER TYP 2 1p• 2x4 TRUSS PLATE 3;10P 2x4 TRUSS (TYP) PLATE (TYP) N O o o cn �� �t �� SEE NOTE 10 SEE NOTE 10 --------- ------------ NDp,y� 8'"0" 10' 0" �yI rIP R0 V`l EDP MAX REACTIONS MAX REACTIONS HORIZ: 108 LBS. HORIZ: 121 LBS. NET UPLIFT: -175 LBS. NET UPLIFT: -227 LBS. GRAVITY: 269 LBS. GRAVITY: 333 LBS. 8' WIDE LOFTED BARN TRUSS 10' WIDE LOFTED BARN TRUSS 2x4 TRUSS 2x4 TRUSS MEMBER (TYP) MEMBER (TYP) 2"10" 2x4 TRUSS PLATE (TYP) 3:1p� k, 2x4 TRUSS PLATE (TYP) N 0 p 1%00 SEE NOTE 10 Q�� �o SEE NOTE 10 — — or) W-0" 10'-0" MAX REACTIONS MAX REACTIONS HORIZ: 108 LBS. HORIZ: 121 LBS. NET UPLIFT: -179 LBS. NET UPLIFT: -231 LBS. GRAVITY: 250 LBS. GRAVITY: 314 LBS. 8' WIDE LOFTED BARN TRUSS (OPTIONAL) 10' WIDE LOFTED BARN TRUSS (OPTIONAL) LOFTED BARN--FL0R1[DA--W1ND=160 MPH--FBC 2020 PROJECT No: SHEET NUMBER i Digitally signed by Kevin Nolan DATE: 12-31-2020 DN: S 2 4 L , 4. 0.9.2342.19200300.100.1.1=AO14 DRAWN BY: i wl%q KLN .. CR.001740C89501F00044A8 a t h ce r cn=Kevin Nolan, c=USW CHECKED BY: KLN Date: 2021.01.0812:28:54-06'00' r' .>' PORTABLE �,UILDINGIS, REVISION: SCALE: 114" = V-0" Approved byy Phlillp E Robbins Florlda PE-49070 2x4 TRUSS MEMBER (TYP) 4:611 2x4 TRUSS �? /— PLATE (TYP) SEE NOTE 10 r- = A== 11'-2- MAX REACTIONS HORIZ: 125 LBS. NET UPLIFT- -258 LBS. GRAVITY: 370 LBS. 11'-2" WIDE LOFTED BARN TRUSS 2x4 TRUSS MEMBER (TYP) q s %n 2x4 TRUSS 2 PLATE (TYP) N 0 SEE NOTE 10 MAX REACTIONS HORIZ: 125 LBS. NET UPLIFT: -262 LBS. GRAVITY: 351 LBS. 11'-2 WIDE LOFTED BARN TRUSS (OPTIONAL) * N0.77209 �O STATEp • +h OFRI •.LOp' NDI 'NAPPROVED" DOCUMENT LOFTED BARN-FLORIDA-WIND=160 MPH--FBC 2020 PROJECT No: SHEET NUMBER f Digitally signed by Kevin Nolan DATE: 12-31-2020 DN: BY: KLN / 4] C00000174OC89501F00 44A DRAWN D 84 cn=Kevin Nolan c=US W..%,ealmt-her i 9 CHECKED BY: KLN S2.5_LB i; r Date: 2021.01.0812:29:27-0600' PORTABLE. BUILDINGS REVISION: SCALE: 1/4" = 1'-0" Approved by Phllllpp E Robbins Florida PE 49070 ATTACH SIDING TO (/�f .: lrv,4:� WALL FRAMING CONT. 2x TREATED RIM BOARD �'1 �� Date; 1/1 /2c /e" OS ��Yz''Pe W/ 2%" x 0.113" RING W/ 3" NAILS @ 6" INTO BRIDGING ATTACH LOFT JOIST DECKING SHANK NAILS @ 6" O.C. & (3) 3" NAILS TOENAILED INTO SKID TO TRUSS w/ IN FIELD & ALONG (5)10d NAILS MIN EDGES. (SPACE NAILS (3) 3" NAILS AT 3" O.C. ALONG THROUGH 4 3" x 0.131" FLOOR JOIST RING METAL DRIP EDGE. LOFT JOIST PANEL EDGES AT BOTTOM PLATE SHANK TOE NAILS ATTACH TO ROOF ENDWALLS) INTO EACH STUD INTO SKID w/ 1"x%" STAPLES @ 12" O.C. SIMPSON MTS16 STRAP w/ (7) 10d x 1Y2' NAILS (MIN) IN EACH END OF THE STRAP AT EACH TRUSS. WRAPAROUND p� r AND NAIL TO WALL TOP PLATE (3) 3" NAILS pp����g��@ %Ap ROVED WHEN TRUSS DOES NOT LINE CONT. 2x4 TRTD O p Ia�T UP WITH A WALL STUD BELOW. BRIDGING W/ SKID Z ��� 1��TOE DE AIL 41S-3.0 FOR AN (6) 3" NAILS IN � NAIL TRUSS/JOIREF ST ALTERNATE HOLD DOWN OPTION 1-TYPICAL DETAIL EACH SKID ? TO TOP PLATE W/ IN LIEU OF THE METAL STRAP. (4) 10d NAILS MIN DOUBLE TOP PLATE ROOF TR 2-FLOOR JST TO SKID DETAIL 3-LOFT EAVE DETAIL DOUBLE 2x4 (TYP) TOP PLATE 3" NAILS @ ENDWALL HEADER FOR LOFT JOIST8" O.C. OPENINGS UP TO 6'-0". SIDEWALL HEADER FOR OPENINGS UP TO 4'-0". fIN (2) 2x4 w/ %s" OSBFLITCH PLATE NOTE: (1) 2x4, FLAT NOTE: SIDEWALL HEADER FOR IEU OF MTS16 STRAP, ALL MEMBERS ALL MEAhBERSOPENINGS UP TO V-0". VIDE A SIMPSON 0.152 x 6" ARE 2x4 ARE 2x4, UNO WC TRUSS SCREW (2) 2x6 wl 16"OSB WC15600) OR FLITCH PLATE UIVALENT AT EACH (3) W NAILS SIDEWALL HEADER ROOF TRUSS. 38" MAX (TYP) 38" MAX FOR OPENINGS UP TO 8'-0" NOTES: 1. PROVIDE 2x4 JACK STUD UNDER EACH END OF LOAD NOTE: REFER TO 3/S3.0 FOR INFO NOT SHOWN. STUD BEARING HEADERS. NAIL TO ADJACENT STUD PER FASTENING SCHEDULE. NOT REQUIRED AT END WALL 4-ALTERNATE TRUSS OPENINGS. HOLD DOWN DETAIL DETAIL @ENDWALL DETAIL @SIDEWALL 5-TYP WINDOW FRAMING 6-DOOR HEADER SCHEDULE L. s ° - LOFTED BARN--FL0R11DA--W1ND=160- MPH®-FEC 02-- 2 yE N0.77209 yE NOTE: REFER TO FASTENING SCHEDULE ON SHEETS 5-0.1 AND S-0.2 FOR PROJECT NO: * ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. SHEET STATE DATE: 12-31-2020 NUMBER BER %me ;'OrgitallyslgnedbyKevin NolanIll v oN:W, 1 - -- —_ -- DRAWN BY: KLN ••L..•.•••'•� O` A.9.2342.19200300.100.1.1=A01410C . a k_ff u Q —3.0—LB 000901740089501F00044A84, _ CHECKED BY: KILN cn=KevintJolan,c=US PORTABLE� Date: 2021.01.0812:30:03-060 BUILDINGS REVISION: SCALE: 1"=V-0 Approved by Phillip E Robbins Florida PE-49070 ROOF TRUSS (TYP) TOP PLATE 1- WALL TOP PLATE SPLICE DETAIL SIMPSON MTS16 STRAP %a" OSB 0RY' PLYWOOD w/ (7) 10d x 1Ya' NAILS (MIN) DECKING IN EACH END OF THE STRAP AT EACH TRUSS. WRAP AROUND TOP PLATE. REF DETAIL 4/S-3.0 FOR AN ALTERNATE HOLD DOWN OPTION IN LIEU OF THE LOFT JOIST METAL STRAP. %, P.T. PLYWOOD CEILING AT PORCH ONLY. PORCH POST BEYOND. REF DETAILS ON SHEET S3.2 FOR ADD'L INFO. DOUBLE TOP PLATE EXTENDED FROM BUILDING CONT.DOUBLE TOP PLATE BOTTOM PLATE JOINT VARIES (SEE PLAN) TREATED 2x4 x 6'-0" LONG SPLICE PLATE CENTERED ON SPLICE, EACH SIDE OF SKID•w/ 2 ROWS 10d NAILS @ 4" O.C. STAGGERED 1Y4" -16 GA STEEL STRAP. WRAPAROUND JOIST & S NOTE: REFER TO 3/S3.0 FOR INFO NOT SHOWN. 4-STRAP ATTACHMENT 3- PORCH EAVE DETAIL SCALE =1Y" = T-0" L NO����i * ; No.77209 ; „E STATE �••.� A OF '�' . �OR19P C> 2- SKID SPLICE DETAIL : DOUBLE TOP PLATE 1Y4" -16 GA STEEL STRAP. WRAP OVER WALL TOP PLATE. PROVIDE (3) 8d NAILS INTO TOP OF PLATE. PROVIDE (5)10d NAILS MIN INTO STUD/ SIDE OF PLATE. STUD 5-STRAP ATTACHMENT SCALE = 1Yi' = V-0" 3" NAILS @ 12" O.C. (2) 2x4 STUDS (SIDE WALL) ) 4x6 SKID NDl D()r,L) ENT 2x4 STUD (END WALL) 3" NAILS @ 12" O.C. STAGGERED 6-TYPICAL CORNER DETAIL LOFTED BARN--FLOR11DA--W1ND=160 MPH--FBC 2020 NOTE: REFER TO FASTENING SCHEDULE ON SHEETS "A AND S-0.2 FOR PROJECT NO: SHEET NUMBER ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. Digitally signed by Kevin Nolan DATE: 12-31-2020 }! DN: DRAWN BY: ,0.9.2342.19200300.100.1.1=A014 KLN C// vltji� 1QC00.0001740C8950117Wealt-her9 S-3.1-LB00044A8 Kin CHECKED BY: KLN 4, cn=Kevin Nolan, c=U5 �j Date: 2021.01.08 12:30:41-06'00' P O R e A B LE BUILDINGS REVISION: SCALE: T'=T-0 Approved by Phillip E Robbins Florida PE-49070 (2) %s" x 6" LAG SCREWS THROUGH TOP PLATES INTO 46 P.T.-POST 46 P.T. POST CONT. 2x P.T. RIM JOIST %e' P.T. PLYWOOD CEILING AT PORCH ONLY. ,T. 1x PORCH BOARDS 1(2) 3" NAILS INTO NCH FLOOR JOIST (6) 3" x 0.131" RING SHANK NAILS (MIN). FROM END JOIST 4x6 P.T. SKID INTO CORNER POST 1- CORNER PORCH POST DETAIL 4x6 P.T. POST P.T. I PORCH BOARDS w/ (2) 3" NAILS INTO CONT. 2x P.T. EACH FLOOR JOIST RIM JOIST (9) 3" x 0.131" RING SHANK NAILS (MIN) I ' 4x6 P.T. SKID FROM JOIST INTO POST NOTE: REFER TO 1/S3.2 FOR INFO NOT SHOWN. 2- INTERMEDIATE PORCH POST DETAIL REF DETAILS 3/S-3.1 & 4/S-3.0 FOR ROOF TRUSS HOLD- DOWN INFORMATION NOT SHOWN FOR CLARITY (TYP) (2) %7 x 6" LAG SCREWS THROUGH TOP PLATES INTO 46 P.T. POST 46 P.T. POST REF DETAILS 1 & 2/S3.2 FOR POST BASE ATTACHMENT ,,,,�,�.....,... .,.,,,,, LOFTED EARN FLU * �' A10.7 %209 * NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 AND S-0.2 FOR — EN I O O OT NOTED ON THIS SHEE REF DETAILS 3 & 4/S-3.0 FOR ROOF TRUSS HOLD- DOWN INFORMATION NOT SHOWN FOR CLARITY (TYP) 7'-S" TALL END WALL P.T. 1x PORCH BOARDS w/ (2) 3" NAILS INTO EACH FLOOR JOIST 4x6 P.T. SKID PORCH VARIES (SEE PLAN) NOTE: REFER TO DETAILS 1/S3.2 AND 2/S3.2 FOR INFO NOT SHOWN. 3- OPTIONAL PORCH SECTION NOT TO SCALE 1/1 ROOF TRUSS (TYP) NDI LOFT JOIST NAPPRO' (TYP) DOCUM FLOOR JOIST (TYP) DOUBLE TOP PLATE EXTENDED TO PORCH POST BOTTOM PLATE (TYP) R11DAW1ND=160 MPH--FBC 2020 PROJECT NO: SHEET NUMBER p ATiACHM T NF RMATI N N T. DATE: 12-31-2020 STATE i Digitally signed by Kevin Nolan �O •'• �+bl OF Q. ? DN: Wc_:,ather im DRAWN BY: KLN �,.•'� ,,��� 0.9.2342.19200300.100.1.1=A0141 L plk 00000001740C89501F00044A84,CHECKED BY: KLN S 3.2 ®B 4tr„lwll� DatKevinNo1.0812US PORTA13LE BUILDINGS REVISION: f;' cn Ke nNol.nc=U1:20.06'00' i �71 SCALE:1"=1'-0 Approved F101 B Robbins REFER TO DETAIL 41S-3.3 ROOF TRUSS FOR ATTACHMENT OF METAL ROOFING TO ROOF DECKING THE ROOF DECK 2x4 STUDS (FLAT) 2x10 TOP PLATE @ 16" O.C. TOENAIL _ (2x4 BOT PLATE) TO TRUSS T.C. w/ (2) 3" NAILS r- LOFT DECKING CONTINUOUS 29 GA. METAL SIDING. ALUMINUM Z-BAR LOFT JOIST ATTACH TO GIRTS PER FLASHING AT DETAIL 3/S-3.3 HORIZONTAL SIDING JOINT. ATTACH TO DOUBLE TOP PLATE FRAMING w/ 1"4%" STAPLES @ 12" O.C. 2x4 STUDS 2x4 WALL GIRT. ATTACH @ 16" O.C. TO EACH STUD w/ SIDING (TYP) (3) 3" x 0.131" RING SHANK NAILS (TYP) 1-TYPICAL END WALL DETAIL w 29 GAMETAL PANEL #10-15 x %' WOOD SCREW ca w/ WASHER @ 9" O.C. z M < 11 (ONE SIDE OF EVERY MAJOR RIB) a. SPACE SCREWS AT 16" O.C. MAX N g" ALONG PANEL LENGTH. U ROOF DECKING -J 2x FRAMING SPACED AT 24" O.C. MAX 4-METAL PANEL FASTENING TO SHEATHING O .•tip E 5�;�' ; * ; • No.77209 STATE �'o . . ........ Ao4 LOFT JOIST 29 GA METAL PANEL Y"-14 SELF DRILLING SCREW w/ WASHER SPACED @ 24" O.C. ALONG EA SIDELAP SIMPSON MTS16 STRAP w/ (7)10d x 1Yz' NAILS (MIN) IN EACH END OF THE STRAP AT EACH TRUSS. WRAPAROUND AND NAIL TO WALL TOP PLATE WHEN TRUSS DOES NOT LINE UP WITH A WALL STUD BELOW. REF DETAIL 4/S-3.0 FOR AN ALTERNATE HOLD DOWN OPTION IN LIEU OF THE METAL STRAP. 2x4 STUDS @ 16" O.C. 2-TYPICAL VERT METAL SIDING DETAIL NOTE: REFER TO DETAILS 1/33.0 AND 3/S3.0 FOR INFO NOT SHOWN. 2x FRAMING M ffi 0076 t 10-14 x %' WOOD SCREW / WASHER @ 3.57-5.5"-3.5" O.C. (EACH SIDE OF EVERY MAJOR RIB) FASTENING PATTERN AT PANEL ENDLAP 29 GA METAL PANEL Y"-14 SELF DRILLING SCREW w/ WASHER SPACED @ 24" O.C. 9"TYP ALONG EA SIDELAP 2x FRAMING #10-14 x 1Y" WOOD SCREW w/ WASHER @ 9" O.C. (ONE SIDE OF EVERY MAJOR RIB) FASTENING PATTERN AT INTERIOR PANEL SUPPORT 3-METAL PANEL FASTENING TO WOOD FRAMING SCALE =1Y2° = V-0" LOFTED BARN--FLORIDA--WIND=160 MPH--FBC 202'0 NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 AND S-0.2 FOR PROJECT NO: ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET, SHEET NUMBER I' Digitally signed by Kevin Nolan 0 AV DATE: 12-31-2020 '.+ DN; DRAWN BY: KLN � ., - Wea JJ 0.9.2342.19200300.100.1.1=A01410 —ther Kinge /��jfji_ C000001740C89501FOOD44A84, CHECKED BY: KLN cn=Kevin Nolan,c=US Date; 2021,01,0812;31;58-06'00' REVISION: PORTABLE BUILDINGS SCALE:1"=V-0 REFER TO DETAIL 4/S-3.3 FOR ATTACHMENT OF METAL ROOFING TO THE ROOF DECK 29 GA. METAL SIDING OVER 7/6" OSB OR PLYWOOD WALL SHEATHING. REFER TO DETAIL 4/S-3.3 FOR SIDING ATTACHMENT ATTACH SHEATHING TO WALL FRAMING W/ 2W x 0.113" RING SHANK NAILS @ 6" O.C. IN FIELD & ALONG EDGES. (SPACE NAILS AT 3" O.C. ALONG PANEL EDGES AT ENDWALLS) LOFT JOIST, SIMPSON MTS16 STRAP w/ (7)10d x 1Yz" NAILS (MIN) IN EACH END OF THE STRAP AT EACH TRUSS. WRAPAROUND AND NAIL TO WALL TOP PLATE WHEN TRUSS DOES NOT LINE UP WITH A WALL STUD BELOW. REF DETAIL 4/8-3.0 FOR AN ALTERNATE HOLD DOWN OPTION F THE METAL STRAP. H 1-TYPICAL HORIZ METAL SIDING DETAIL NOTE: REFER TO DETAILS 1/S3.0 AND 3/S3.0 FOR INFO NOT SHOWN. * � AIo.77209 ; '4 • STATE � A OF Approved by Phllllp E Robbins Florida PEA9070 in NO. PER210076 Date: 111 r2(O• PER210076 Date: 1)1 12( It IDI mAPPROVED" DOCUMENT LOFTED BARN--FL0R11DA--W1ND=160 2020 NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 AND S•0.2 FOR PROJECT NO: ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. SHEET NUMBER !' Digitally signed by Kevin Nolan DATE: 12-31-2020 d i �Q 0.9.2342.19200300.100.1.1=A01410We Z-ft h r Kim I go DRAWN BY: KLN 0000D1740C89501F00044A84, CHECKED BY: KLN S cn=Kevin Nolan, c=US Date: 2021.01.08 12:32:33 -06'00' PORTABLE BUILDINGS REVISION: SCALE:1"=1`-0 Approved . Floi E Robbins %" TRTD PLYWOOD TRIM ROLL -UP DOOR GUIDE. ATTACH TO WOOD JAMB \ wlY4" x 1.75" LONG LAG 0.79" SCREWS @ 12" O.C. PER 1 96„ MANUF. SPECS. BOTTOM SCREW TO BE 6" MAX ABOVE FINISHED FLOOR. LOCATE GUIDE FOR LAG SCREW TO BE CENTERED ON JAMB STUD CLOSEST TO DOOR OPENING EXTERIOR WOOD SIDING. REF DETAIL 1/S-3.0 FOR NAILING REQUIREMENTS (2) 2x4 SP #2 (OR BETTER) JAMB STUD. REFER TO FASTENING SCHEDULE FOR NAILING REQUIREMENTS 1-ROLL-UP DOOR JAMB DETAIL (WOOD SIDING) %" PLYWOOD TRIM ROLL -UP DOOR GUIDE. ATTACH TO WOOD JAMB wl Y4" x 1.75" LONG LAG SCREWS @ 12" O.C. PER Z1MANUF.ABOVE SPECS. BOTTOM SCREW TO BE 6"MAX FINISHED FLOOR. LOCATE GUIDE FOR LAG SCREW TO BE CENTERED ON JAMB STUD CLOSEST, TO DOOR OPENING METAL WALL SIDING OVER %e' OS13 OR PLYWOOD WALL SHEATHING. REF DETAIL 1/8-3.0 FOR NAILING REQUIREMENTS (2) 2x4 SP #2 (OR BETTER) 0.79' JAMB STUD. REFER TO FASTENING SCHEDULE FOR NAILING REQUIREMENTS 2-ROLL-UP DOOR JAMB DETAIL (HORIZ METAL SIDING) 2x4 WALL GIRT. REFER TO DETAIL 2/S3.3 FOR SPACING AND NAILING REQUIREMENTS %"TRTD PLYWOOD TRIM ROLL -UP DOOR GUIDE. ATTACH TO WOOD JAMB w/Y4" x 1.75" LONG LAG .SCREWS @ 12" O.C. PER MANUF. SPECS. BOTTOM SCREW TO BE 6" MAX ABOVE FINISHED FLOOR. LOCATE GUIDE FOR LAG SCREW TO BE CENTERED ON JAMB STUD CLOSEST TO DOOR OPENING 0.79" ' """""•-PER210076 Lime: 111 METAL WALL SIDING w/ RIBS RUNNING VERTICALLY. ATTACH TO WALL GIRT PER DETAIL 3/3-3.3 NDI INApPROVED� DOCUMENT (2) 2x4 SP #2 (OR BETTER) JAMB STUD. REFER TO FASTENING SCHEDULE FOR NAILING REQUIREMENTS 3-ROLL-UP DOORJAMB DETAIL (VERT METAL SIDING) LOFTED BARN--FL0R11DA--W1ND=160-- MPH FEC 2020 TOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 AND S-0.2 FOR PROJECT NO: ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. SHEET NUMBER f' Digitally signed byKeWnNolan DATE: 12-31-2020 ;I DN:m AV DRAWN BY /,�/ I n / � 0.9.2342.19200300.100.1.1=AO741 : KLN /" � — l4k, 00000001740C89501F00044A84,A/ea-ither Kingo CHECKED BY: KLN S-3.5-LB cn=Kevin Nolan, c=US Date. 2021.01.08 12:33:14-06'OV PORTABLE 13U N L D I N G S REVISION: SCALE: 1 1/2"=V-0 Approved by . Florida E Robbins FRONT ELEVATION REAR ELEVATION fIVE'TRIM NDI MAppPIED" -PROVIDE CONTINUOUS I I I I r T l ALUMINUM Z-BAR FLASHING AT SIDING HORIZONTAL JOINTS. ATTACH TO FRAMING w/ 1"x%" L _ J J- I I I STAPLES AT 12" O.C. (TYP) I I I I I DOOR AND WINDOW LOCATIONS SIDE ELEVATION VARY PER CUSTOMER. PROVIDE CONTINUOUS ALUMINUM Z-BAR FLASHING AT SIDING HORIZONTAL JOINTS. ATTACH TOFRAMING w/ 1"x3/" NOTE: AT 12" O.C. (TYP) WINDOWS, DOORS, AND TRIM SHOWN ARE CONCEPTUAL. ACTUAL WINDOW, DOOR, AND TRIM STAPLES AMAY VARY PER CUSTOMER REQUEST. TIONAL DOOR OR WINDOW. CATIONS VARY PER CUSTOMER. Jw1...:.:°�NL•� '♦'♦°-- LOFTED BARN -FLORIDA--W1D=160 MPH--FBC-2020 * ; No.77209 •'; * PROJECT NO: * ' Digitally signed by Kevin Nolan SHEET NUMBER '0 STATE :i DN: DATE: i�Q' •'•. e:� OF : � 0.9.2342.19200300.100.1.1=A0 - 12-31-2020 �� L Rt9Q•�• Q+ ��L/ 1410000000174OC89501F0004 - DRAWN BY: KLNS+LB ••• O + �ii♦�0'••••"�cJ,+++O+ 4A84,co=Kevin Nolan,c=US CHECKEDeY: KLN t mo, r 1 ♦ NAI. p Date: 2021.01.0812:33:59 Wea- 06'00'POR `'ABLE, REVISION: SCALE: NOT TO SCALE 1/1