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Home My WebLink AboutFloor Plan - Plans - 111 BARKER STREET 1/24/2024 A 0 12 0 21-811 < 7 ATTAC H ,,STRUCTURAL 0S13 16 12 ON BOTH SIDES WITH 12) (2) 3"X 6- ROWS OF 0.131 X 21'NAILS LO 34 S4�,,APSOI�]AS I BS5 3"C/C INTO ALL MEMBERS oEACH FACE PLATE PER 2762 CONNECTION TO WALL-BY OTHERS 1 �'"""' co 121-O ll V) !DESIGN CRITERIA DESIGN DETAILS A-TOP CHORD 2X4 CIO INTERNATIONAL BUILDING CODE IBC 2021, IBC 2018, IBC 2015 DESIGN CRITERIA B-BOTTOM CHORD - °� WEB DEAD LOAD _�a�_ C- co ROOF COLLATERAL DEAD LOAD 2.5 PSF 1 D-COLLAR-TIE SPACING 24"C/C LIVE LOAD(Lr): WOOD MATERIAL SPF NO.2 iROOF LIVE LOAD 20 PSF Z MAX.UNBRACED LE NGTH OF TOP CHORD 5 SNOW LOAD(S): DEAD LOAD DEFLECTION L/180 x GROUND SNOW LOAD 40 PSF LIVE LOAD DEFLECTION L 240 x SNOW LOAD IMPORTANCE FACTOR(Is) 1.0 x 'EXPOSURE FACTOR(Ce) 1.0 DEAD+L1`vE LOAD DEFLECTION L/ 180 x 'THERMAL FACTOR (Ct) 1.0 I x UPLIFT REACTION AT CONN.TO WALL (LBF) .44 x GOVERNING ROOF SNOW LOAD 28 PSF x x LA I EHAL k LAC I ION A I CC N N. 10 WALL(LB tub UNBALANCED SNOW LOAD 40 PSF X BEARING REACTION AT CONN.TO WALL(LBF) 355 a X WIND WOOD DESIGN NOTES, ANALYSIS PROCEDURE: ASCE 7-10 1 ASCE BASIC WIND SPEED: 115 MPH C�,-LOAD DURATION FACTOR FOR WIND 1.6 0 EXPOSURE CATEGORY: c CC)-LOAD DURATION FACTOR FOR SNOW 1.15 .................. i LOAD COMBINATIONS: N C.%j-MOISTURE CONTENT 1.0 1.0 U O C,-TEMPERTATURE FACTOR 1.0 ;; 1.0 D+1.0 L < 1.0 D+1.0(Lr or S) 1.0 D+0.75 L+0.75 (Lr or S) 'I.0 D+(0.6 W) i 1.0 D+0.75 (1.0 W)+0.75 L+0.75(Lr or S) 0.6 D+1.0 W NOTES: I. UNBALANCED SNOW LOADS HAVE BEEN CONSIDERED IN THE DESIGN. 2. WIND LOADING IS BASED ON 3-S GUST ULTIMATE WIND SPEED,EXPOSURE C,PER ASCE 7. 3. LOADS ARE BASED ON RISK CATEGORY 11. 4. SEE ADDITIONAL SHEETS FOR MEMBER CHECKS. CERTIFICATION EXPIRY: XX/XX/XXX ow 19F a A A V% V..A qw r. P.IL If vft it^i".ift •k#"z I%,'r'.�f 1,��,"f�.f,q, zoiAivir WAIC CArimc.); AA/AA/AAA ....... DATE SIGNED: xx/xx Obtaining a permit for a Best Barns shed or garage kit Do-it-Yo urs elfkits row Best arras are design e d for use as stoma e huIl in s or garages only, Use for an v o th erpurposes is neith er implied nor inferred* BuAding code offices and HOA's may require additional documents to obtain a permit. The homeowner's first step is to contact their local code office and ask what is needed for the size of building to be purchased. Typically, the necessary documentation may.hiclude some or afl of the Wowing, o Elevations showing at least two sides of structure. o Site plan showing existing structures and proposed build site. o F;ngineered drawings for truss system, indicating snow and Wind load ratings,** o Cross sections of wall framing and foundation. o Tie down locations for high wind load areas."" Permit requirements vary based on location, Some areas n-iay not require a permit at au-rhe documents prov-1ded by Best Barns are intended to help the homeowner with the perin.14 process but do not guarantee a permit will be issued. Tt is the homeowner's responsibility to determine if a permit is required and submit the necessary docuinentation, *Any alteration to the constrLICtion of Best Barns sheds or garages may require the set-vices of a civil engineer to meet local building codes, Best Barns cannot provide these additional services. " Engineered truss drawings stamped for your individual state can be obtained upon request. Some models do not have wind and snow load ratings. A non refundable fee will be required to purchase stamped drawings. Contact us directly at 800-245-1577 for further details. Certain states such as Florida and California have stringent requirements for obtaining a permit. Depending on your location, a civil engineer's services may be required to provide necessary documents. These sei-vices are the homeowner's responsibility to obtain from an engineer within-the state of build location and are not included in the purchase of a shed or garage kit. m :r:r4 :w Y r _ _ M.w..::,. .... ......... Before you order our sit or be�in construction, obtain a btfi ldilo pe r l.11it. s ■ i If additional doctime ats are regtii�pcd contact qt,testioiisC(�bai-n.kts.coii-i. ., . n...�� ........... -�n�.�......... ..... f Lj �..:....a...:.........:::�:.. .... i Denver Elevation 2x4 TCusSe' 24" O.C. _..._.._.__. A A — Ll iI �w n r ; r ..... 7 y ;... : ... k: a' Y: s a.. x:r. n .�... 'xi ...__.... .. .....: is .-... ....:s. .,..�. ,.x' ... 77777777.11 a .......... _ "•�. 1�j J � 33 5 s � 1 y .tyf Zx4 Studs .. - r. 2 o C. - u aI oil --. 3UO t # # _ 6. --ti 12'x 16' Foundation Sire: 12f—Off x 16' _ 0" 12 '-- 0" Width �j : 12'x2O' Fomidation Size 12'-0" x 20' _ 0" ''mall Framing: 2x4 Constllictioii with 24" on Roof System. 2x4 tl-LIsscs spaced 24" on center. center stud spacing,, single bottom plate and top 7f 16" OSB roof sheathing. Shiligles by oivner. plate with ?x4 tic plates. Exte rl*or Trim: White pine trim For corne l-s ld111g: Lottisianna-Pacific '�S1nart�' (mel' 8" door, . . .. - gable trim and front and back- l�asci�i. Pl�i n7ed O.C. groove, prl mcd read), to paint reader to paint, Flom•; Sc?Icl optionally Hardvi7are: Nails for all framing, door hardware and metal 11LIrricane hangers (or trusses included. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/ Plywood Deluxe .floor(opfiotmtl accessory) 4x4 treated runners can be installed directly on the grass. The r�F runners elevate the floor prop i di n� air flm,� ��7 elinlinatilig 11101stul 11' \vide floor has four runners. Floor co��e� 11 is 3f4 plywood. ��d. -..? 7 l f " p �r p T_ • _,.M. �.r rye. � s 4A Treated : 2x4 Treated Runners Foist 1 o.c, (r dNi.sion o1.*RB,,S HO 0iiigv, 11-ic. 205 Arlington DrINT, Grcenville, PA 161'A25 OE!!§Wst Barns model: Denver 1 2ft. wide x ft. long Manufactured by-. tzFA Reynolds Building Systems, Inc. 205 Arlington Drive Greenville, PA 16125 ti , phone.- 800-245-1577 fax.- 724--646-077 .. 2x4 Truss Member Truss & Wall .j `r 7/16" CAS B Cross Section 'fop of wall inclusive of wall framing,rear gall brace and truss � l- CroSS sections. ra. ln.g not to scale. ��, j,�� . 2x4 Tie Plate 7/16" oSB Pear Shelf Simpson US �1 p L 24 t_ -- �. _T y� 2x4 Wall Plate Homeowner may provide ' Y additional information a �- -- � K `- 2x4 Soffit Box � r a pr priate. `-.. 2x4 Rear Shelf and Center 2x4 Brace I Notes': 2x4 Stud 24" o.c_ Refer to installation manual for further detail. 3/8" LP Smartside r� �E 1ri�! i`1 hest Barns model: ® Concrete Slab ❑ Wood Floor ft. wide x ft. long 2x4 Studs 24"0.C. Manufactured by: 3/8" L.P. Smartside 3I3" L.P. Smarl:side RBS Holdings, Inc. 3F 2x4 Studs 24 O.C. 205 Arlington Drive f Greenville, PA 16125 2x4 Plate phone: 800-245.1577 ga Mire Mesh fax: 724--646-0772 T „Thick Cement 2x4 Plate Common ...o n at _.__.. _ - - x4 PT Jost Header f :� .. Cross Sections : Depth k: 3/4" Plywood This document illustrates common foundation types which can be " Deep Gravel used for construction of Best urns ga Rebar 2x4 PT Joists 16" O.C. 12 ft. wide structures. Alteration 4x4 PT Timber may be necessary to conform to homeowners intended use and or permitting requirements. F-1 Homeowner Desigm Drawings not to scale. Instructions: Check appropriate foundation cross section and provide specifications as necessary. Homeowner may also design and draw in space prodded for custom foundation type. Site Plan for: Manufactured by: Fps Holdings, Inc. 265 Arlington [give Greenville, PA 16125 phone: 800-245-1577 fax: 724-646-6772 Instructions: Draw property line,existing structures and proposed placement of building. Homeowner may also be required to show trees and shubs. Check with IA A or permit office for requirements.