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HomeMy WebLinkAboutPlans1 NW1/4 SWI/4 SEC. 29 NE1/4 SW1/4 SEC. 29 (Lot 21) f SW1/4 SW1/4 SEC. 29 ,10 HOUSE NEW SHED �� 2z any '55 •p0 �c SE1/4 SW1/4 SEC. 29 oak a^ 1/41,, 1 1 F fatRIf i (Lot 23) NW1/4 5E1/4 SEC. 29 SWI/4 5E1/4 SEC. 29 SemFog_ talo K-egairCt evt-/3 f1-Ppi-I CSP 0 LE . dec./Lit/ 4/ "/AFy,1 / Re ,1,o J 1� F/49/ -- C674-,/e4n-T /.4? 5,7ec-71511 • 0/1 el,e "echo" " /2 74 / v d Gi'l1�7 -- 5 Lr APPROVED sUBrEcr TO NOTE» EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILD 1 DEPART E,IT DateAn By IELD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE nage Qf 601 HIDDEN GLEN DRIVE (LOT 22) MOUNTAIN SPRINGS RANCH PROPOSED SHED L OCA TION R. Littler & P. Farquhar September 10, 2012 *c HOUSE NEW SHED �5 �o k //OUSF NI- W Sl /LiD 14,16, EL1MBERLAND BUILDINGS Homeowner Equipment Rental Contractor Equipment Rental Budget Rental TrucksIRille Small Engine Repair ACTION SHOP / 14' dgerit r.0- 1 SERVICES in Glenwood Springs 0 INC 77 Met Ray Road 44, Glenwood Spgs, CO .0 . 970,384.2643 RENTAL CENTER s, POWER EQUIPMENT REPAIR 970.625.0943 2.412 Access Road Rifle, C081651 Budge • RENT TO OWN NO CREDIT CHECK ....mmismilme FREE Deliver & Set Up timminim... within 60 miles of Dearer EUMBERLAN BUILDINEs Quality Construction at a Great Price! D EXTRAS ARE ALREADY INCLUDE) IN THE PRICE. Size !ice 8x8 $1,645.00 8x10 L745.00 8x12 1,895.00 8x14 2,177.00 8x16 2,459.00 10x10 L995.00 Rent to Own (36 mos.) $76.16 80.79 87,83 10039 113.84 92.36 Size Price 10x12 $2,215.00 10x14 2,375.00 10x16 2,595.00 12x12 2,845.00 12x14 3,145.00 12x16 3,345.00 Rent to Own (36 mos.) $105.32 109.95 120.14 131.71 145.60 154.86 Size Price 8x8 $1,745.00 8x10 1,895.00 8x12 2,050.00 8x14 2,332.00 10x12 2,540.00 10x14 2,730.00 10x16 2,870.00 Bent to Own (36 mos.) $80.79 92.36 99.54 112.59 122.22 131.50 137.50 Rent to Own Size Price (36 mos.) 12x12 $2,884,00 12x14 3,240.00 12x20 4,050.00 12x24 4,580.00 12x26 4,848.00 12x30 5,385.00 12x32 5,800.00 $138.15 154.63 192.13 216.67 229.07 253.94 268.52 Site Price 8x10 $2,200.00 8x12 2,350.00 8x14 2,682.00 10x12 2,900.00 10x14 3,150.00 10x16 3,250.00 10x18 3,611.00 Lofted Barn Rent to Own (36 mos.) $101.85 108.80 124.17 134.26 145.83 150.46 167.18 Size 12x12 $3,305.00 12x14 3,650.00 12x20 4,750.00 12x22 5,189.00 12x24 5,505.00 12x30 5,950.00 275.46•! 12x32 6,650.00 307.87 Price 10,7 L Rent to Own y ft7 (36 mos,) ),, $153.01 168.98 219.91 240.23 , 254.86 t STANDARD 1 WINDOW & DOB Size Price 8x12 $2,210.00 10x10 2,465.00 10x12 2,700.00 10x14 2,890.00 10x16 3,030.00 12x12 3,044.00 12x14 3,400.00 Rent to Own (36 mos.) $102.31 114.12 125.00 133.80 140.28 140.93 157.41 Size Price 12x18 $3,927.00 12x22 4,475.00 12x24 4,740.00 12x26 5,008.00 12x28 5,276.00 12x30 5,545.00 12x32 5,960.00 Rent to Own (36 mos.) $181.81 207.18 219.44 231.85 244.26 256.71 275.93 3 1 CUMBERLAND BUILDINGS for' wour 41torri(:prrf g www, cum berlandbuildings.com 12" LONG 0R LESS CHOOSE DOUBLE coon 0R SINGLE DOOR & 1 WINDOW 14' LONG AND IIP STANDARD 2 WINDOWS Cottage Shed Rent to Own Rent to Own Size Price (36 mos.) Size Price (36 mos.) 8x12 $2,280.00 5105.56 12x18 $4,072.00 $188.52 10x10 2,530.00 117.13 12x22 4,803.00 222.36 10x12 2,780.00 128,70 32x24 5,005.00 231.71 10x14 2,950.00 136.57 12x26 5,215.00 241.44 10x16 3,150.00 145.83 12x28 5,425.00 251.16 10x18 3,497.00 161.90 12x30 5,650.00 261.57 12x12 3,260.00 150.93 12x32 5,999.00 277.73 STANDARD GARAGE DOOR, T +` 36" SOLD STEEL 0009 AND 1 WINDOW Rent to Own Size Price (36 mos.) 12x20 $4,965.00 $229.86 12x22 5,185.00 240.05 12x24 5,410.00 250.46 12x26 5,580.00 258.33 12x28 5,750.00 266.20 12x30 5,930,00 274.54 12x32 6,350.00 293.98 Built by Mennonite Craftsmen was established as an alternative to mini -warehousing. Our no strings plan allows you to have your own storage facility for your backyard or business, when and where you need it. The low monthly rental rates are comparable to mini -warehousing rates per square foot. You are not required to fill out a credit application, nor are you required to keep your building. Exposed nails are ring shank and galvanized for maximum strength and no rust spots or stains. The 2x4 reinforced doors are designed to seal out rain and rodents and are key locked for your protection, Series of air vents positioned to create optimum circulation and temperature control. All buildings are stained and come with 2 vents. 8' and 10' wide buildings require S100 deposit, 12' wide buildings require $200 deposit. 0 (8' buildings come with 46" single door) (10' & 12' buildings come with 72" double doors) 36" Solid Door 200.00 9 Lite 36" Door 250.00 Extra Wooden Door 50.00 9' Roll -up Garage Door 500.00 2'x3' Window 60.00 3'x3' Window 75.00 Extra Height on Utilities.. 100.00 Cabin Hand Rails 150.00 Metal or Shingle Roofs are the same price. Metal Roof Colors RUSTIC RED FERN GREEN COCO BROWN WHITE Shingle Roof Colors File Edit ylew F8vorites Tows Help x 'FdComrert . i2Select Suggested Sites t Web Slice Gallery — free 1 O." 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Earth Anchors Description Reviews 55.14 RECENTLY VIEWED 4" Earth Anchor (4 Anchor Set) W/3/16" Cable Assembly FREE SHIPPING £4344 $$13 5rJ 3" Earth Anchor Kit r includes 4- 3" Anchor Assemblies 6" Arrowhead Earth Anchor 8" Arrowhead Earth Anchor Ground Anchor Kit 8" Anchors with 5/16" x 48" Cable Assembly S L Lf' -4 A i.. e Product Description /—/JAJ 2 fes' AQP re 4" EARTH ANCHOR (4 ANCHOR SET) W/3/16" CABLE ASSEMBLY FREE_ SFirPpiriu, 4 Parrchar Sct taunts wit: 4 4' FAO Ancnor: ntop ,rfi1 ttgmt l c7F'..iilrf putll Out VB57ciame a1 :!4' dept.' in 4410 part .O4 Anchor 4' Arrowhead Earth Anchor Mat al- Maueable Iron Also Available in 356 T6 Aluminum CableAssembly: 3116' Galvanized Aircraft Cable 4,200 M 30' long with thimble eye /I.& G4.4,5 2 134- s ..%Relic- -1 tai= Anne,*V 7- M SA 1 Ultimate Pullout Resistance at Minimum Depth 1MOAr 4Ai tante i*s..y 179 196 1 S6 for ipp.p G te.rK.o IIKEI=21=E11=0 7Aq INEE1.I.3388 �t�� Wil=13:MIIIIIIIIIIIIIIIMM 4 1 0000 S4 000 1700 3 906 iSO 740 176 SSi 1 006 0 900 3.506 11 00(1 7 006 409 , 70A SS% 7 700 t 7S0 +.600 11000 11.500 7.000 4A00 SS Ships free to Cont. US- Canadian shipping reduced Related Products PRODUCTS ON SALE 100'3/16" 7.19 Galvanized Pre -Cut amiC 1.11 1111111 G/PL/x= .�:1 =•� 4 led" ---e:9( Tv C� svu ? 4 Jv �-fJ�.%si.€,��j Pi.)X k1 . 4349 /fp)/ /0/„./,..7. S /rK 3 ' £v'c ixiS-- r k' (-)■ Di9 tl�frs S . Ic y .4 /a,1.�� � -:r 4 r C7 �riCr>' /d. L)# L L . Milspec Earth Anchors — Ground Anchors, Earth Anchors and more. J 4" Earth Anchor (4 ... Page 1 of 2 ,f 1 f 'r I 'I rt f I r f ' 4 " -ri. r m w s 4 search site Log'n I Shopping Cart I Cr'ecRsu" Horne Shop Categories Supped Resources About MSA Installation Photos GSA Contact Carl 513 4'I Earth Anchor (4 Anchor Set) W/3/1611 Cable Assembly FREE SHIPPING You are here: Home s Shops Products s 4° Earth Anchor 94 Anchor Set) Wt3436° Cable Assembly FREE SHIPPING 4" Earth Anchor (4 Anchor Set) W/3/16" Cable Assembly FREE SHIPPING - RECENTLY VIEWED 6" Arrowhead Earth Anchor From 518.20 4' Earth Anchor (4 Anchor Set) W13116" Cable Assembly FREE SHIPPING 640-50 526 50 3" Earth Anchor K11 - Includes 4.3" Anchor Assemblies 57949 Ground Anchor Kit 8" Anchors with 5118" x 48" Cable Assembly 912396 PRODUCTS DN SALE Atlas Cobra Pro Gasoline Breaker - Portable Power S5455 Sd 749.95 (251- 4" Anchor Contractor Bulk eel Special- WITH DRIVE RODI FREE SHIPPING 9259 95 2•' Ratchet Strap Military Grade wl HD ry Twisted Snap Hooks $40,50 h $28.50 Add to car SRV Olt 4CA39K4.Catey'ny Arrowhead Earth Anchors. Earth An or K,ts Earth Anchors De6cripbon R9wev:s404 Product Description 4" EARTH ANCHOR (4 ANCHOR SET) W13116" CABLE ASSEMBLY FREE SHIPF91G' 4 Adebel Set L""times 2015 4. 4' Emir. 44eLl ale wil41 3.16' F 30 Cable 455emu43 r: 111 Ihe4190 eye 2 346 pull 0141 n eizl.ner ar 11 ,n 5411 nao 544 Anchor: 4' Arrowhead Earth Anchor Material- Malleable Iron Also Available in 356 Te Aluminum CableAssembly: 3116' Galvanized Aircraft Cable 4.200 MBS 30' tang with thimble eye MSA 1 ultimate Pullout Resistance at Minimum Depth t 1a 13 01164146111 bested O+ON (R.1 till zyJ p4NJ$^i ill,. 41 IWdpp Ow 1 174442 Den 3 bnr Redo,lian k,, ground w4SH' Ibovr Depth Mara 1e 6,0066,d 8331333.4 ro nd 7,1 7y aN 4 1200 7.300 5.000 6.449 3+,003 20,003 }00 709 1.200 3,003 4.949. 13,000 17,009 170 4140 790 7,000 1MS 7,000 11.900 740 100 1.290 7,74. 4.000 7,000 IIs 700 400 1,750 7,400 000 Isw 7553 7'4 20 7s 75 70 70 10 Is I5 10 ID 45 a _ 10 a Ships Free la Cont. US- Canadian shipping reduced Related Products 6" Arrowhead Earth HEAVY DUTY Anchor Anchor Kit- Storage From 518.20 112" x 30 w14" Helix 4 Anchor Set HO 822.99 http://rni lspecanchors.comishop/earth-anchors/4-earth-anchor-4-anchor-set-w316-cabl e -ass... 9/12/2012 Gtech October 30, 2001 Bob Littler 1306 Walz Avenue Glenwood Springs, Colorado 81601 liepwor€h-Pa«lak Ccoteeluiica1. Inc. 5020 County Road 154 Glenwood Springs, Colorado 81(61 1.lionc: 97€3-945-7955 Fax: 970 -945 -845 - hp eti@ 1l )gQotecli.Colf1 Job No. 101 708 Subject: Observation of Excavation, Proposed Residence, Lot 22, Mountain Springs Ranch, Hidden Glen Drive, North of Three Mile Creek, Garfield County, Colorado Dear Mr. Littler: As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the excavation at the subject site on October 15, 2001 to evaluate the soils exposed for foundation support. The findings of our work and recommendations for the foundation design are presented in this report. The work was done in accordance with our agreement for geotechnical engineering services to you, dated October 11, 2001. The proposed residence will be a 11/2 story log structure over a walkout basement and 2 car garage. The basement and garage floors are proposed to be slab -on -grade. Foundations were designed for an assumed soil bearing pressure of 2500 psf and retaining walls were designed for an earth pressure based on an assumed equivalent fluid unit weight of 50 pcf. At the time of our visit to the site, the foundation excavation had been cut in multiple levels from 11/2 to 51/2 feet below the adjacent ground surface. The soils exposed in the bottom of the excavation consisted mainly of brown, very stiff sandy clay with angular gravel and cobble size rock fragments. The soils exposed in the northwest corner of the excavation (including the exterior pads) consisted of whitish brown, stiff, calcareous sandy clay with gravel. Results of swell -consolidation testing performed on samples of the brown clay, shown on Fig. 1, indicate moderate to high expansion potential under conditions of Tight loading and wetting. The whitish brown clay exposed in the northwest corner has minor expansion potential based on the swell -consolidation test results shown on Fig. 2. No free water was encountered in the excavation and the soils were slightly moist to moist. The excavations for three deck footing pads near the southeast corner of the house and the wall footing in the northeast corner appeared to Bob Littler October 30, 2001 Page 2 have a few inches of topsoil in the bottom, overlying the very stiff brown clay. Considering the conditions exposed in the excavation and the nature of the proposed construction, spread footings placed on the undisturbed natural soil (below all topsoil) and designed for an allowable soil bearing pressure of 4000 psf can be used for support of the proposed residence with a risk of excessive differential movement due to the expansive conditions_ The footings should also he designed for a minimum dead load pressure of 1000 psf to help resist uplift due to the expansive subgrade. Heave of the foundation should be expected if the brown clay bearing soils become wet. The calcareous soils could settle under loading. Footings should be a minimum width of 14 inches for continuous walls and 18 inches for columns. Topsoil and loose and disturbed soils in footing areas should be removed and the bearing level extended down to the undisturbed natural soils. Exterior footings should be provided with at Ieast 42 inches of soil cover above their bearing elevations for frost protection. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 60 pcf for on-site soil as backfill. A perimeter foundation drain should he provided to prevent temporary buildup of hydrostatic pressure behind below grade walls and prevent wetting of the lower level. Structural fill placed within floor slab areas should consist of imported granular soils such as road base compacted to at least 95% of standard Proctor density at a moisture content near optimum. Consideration should be given to use of a structural slab above crawlspace due to the expansion potential of the clay soils. Backfill placed around the structure should be compacted and the surface graded to prevent ponding within at Ieast 10 feet of the building. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and do not include subsurface exploration to evaluate the subsurface conditions within the loaded depth of foundation influence. This study is based on the assumption that soils beneath the footings have equal or better support than those exposed. The risk of foundation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. H -P GEOTECH Bob Littler October 30, 2001 Page 3 In order to reveal the nature and extent of variations in the subsurface conditions below the excavation, drilling would be required_ It is possible the data obtained by subsurface exploration could change the recommendations contained in this letter. If there are any questions or if we may be of further assistance, please let us know. Sincerely, HEPWORTH - PAWLAK gpnaIEcINICAL, INC. o4, • E. H_ r' �a Daniel E. Hardin, PX. o 24443 Rev. by: SLP DEHiksw attachments v cc: Pattillo Associates - Attn: Bob Pattillo N P GEOTECH Compression — Expansion % Compression — Expansion 3 2 0 1 2 4 3 2 1 0 1 2 3 0.1 1.0 10 APPLIED PRESSURE — ksf 100 Moisture Content = 22.3 percent Dry Density = 92 pcf Sample of: Brown Sandy Clay. From: East Side at Footing Grade f Expansion upon wettin g 0.1 1.0 • 10 APPLIED PRESSURE — ksf 100 101 708 HEPWORTH—PAWLAK GEOTECHNICAL, INC. SWELL CONSOLIDATION TEST RESULTS Fig_ 1 i I Moisture Content = 18.3 percent Ory Density = 99 pcf —200 = 86 percent Sample of: Brown Sandy Clay From:Southeost Corner at Footing Grade ■ • r Expansion upon wetting },, L tJ 0.1 1.0 10 APPLIED PRESSURE — ksf 100 Moisture Content = 22.3 percent Dry Density = 92 pcf Sample of: Brown Sandy Clay. From: East Side at Footing Grade f Expansion upon wettin g 0.1 1.0 • 10 APPLIED PRESSURE — ksf 100 101 708 HEPWORTH—PAWLAK GEOTECHNICAL, INC. SWELL CONSOLIDATION TEST RESULTS Fig_ 1 Expansion upon wetting Moisture Content 10.0 percent Dry Density = 87 pcf Sample of: Whitish Brown Sandy Silty Clay From: Northwest Corner at Deck Column Pod Grade Compression — Expansion 1 0 1 2 3 4 0.1 1.0 10 100 APPLIED PRESSURE — ksf 101 708 HEP WORTH— PAWLAK GEOTECHNICAL, INC_ SWELL CONSOLIDATION TEST RESULTS Fig. 2 Consolidated Industries Standard Portable Building Drawings For COLORADO — 2009 IBC Prepared for: Consolidated Industries, LLC (60 psf Snow Load) ENGINEERING P.A. CO�1LTANTS � NS EC Project Number 11-018 February 27, 2011 OUTSIDE SKIDS STANDARD ON 12' WIDE BUILDINGS OPTIONAL ON 10' ME BLDG'S 1' 8'-0' TO 30'-O LONG {IN 2' INCREMENTS} r -a. 2x4 RIM JOIST 1 ENGINEERING CONSULT FOOTING & FOUNDATION PLAN FOUNDATION PLA N SCALE 3/16" = 11.0" ENGINEERING CONSULTANTS, P.A. 614 WEST FIRST AMU? P.O aim 932 HUTCHIN5ON4, K5 67504.0932 .141141.1.5..1.304 0114 . a 0410.5mupr4 CONSOLIDATED INDUSTRIES, LLC PORTABLE STORAGE BUILDINGS COLORADO - 2009 IBC (60 pat SHOW Load) NOTES: 1. DO NOT SCALE O WINGS. 2. BUILDING CLASSISICATION IS TO BE RESIDEHTLAL LAWN STORAGE ONLY. 3. THESE STRUCTURES ARE NOT DESIGNED FOR HABITATION. 4. THE FOUNDATION PIAN PROVIDED IS A TYPICAL swam, ACTUAL CONoITIONS (LUST BE EYAIIUATD BY INSTALLER. ALTERNATE FOUNDATION PLANS MAY BE USED IN ACCORDANCE WITH LOCAL REQUIREMENTS. 5. FOR MORE NOTES - SEE SHEET S--10. -, IA 1r� .1111=I=1 M I■ IrrM■r wM -MN ��yr i,r■ ON =rre`I■aAII�■ ■ 14 in g ''' B a IN ►- IA :All M)! 11 RR D 11 H II R111 11I �� '""'fir"' 3 ice...—.i-...�lm..ii `..im..■m■em.,e f i 'Z•..■,� CONCRETE CONTACT AWOLIKED A CAP .LOCK ` OR I WOOD I•i GROUND 11• 1 I I 1 1 fr 12'oF i I1DL5TS STANUAW OPT?O� ' OR ,NSIDE I STANDARD ! : SKI '. ON 1 peri _`u_.�'i""'u �u�"`_"'■■'n ■� ID I N iii IIA 1111 WM MI 11 11 p ENGINEERING CONSULT FOOTING & FOUNDATION PLAN FOUNDATION PLA N SCALE 3/16" = 11.0" ENGINEERING CONSULTANTS, P.A. 614 WEST FIRST AMU? P.O aim 932 HUTCHIN5ON4, K5 67504.0932 .141141.1.5..1.304 0114 . a 0410.5mupr4 CONSOLIDATED INDUSTRIES, LLC PORTABLE STORAGE BUILDINGS COLORADO - 2009 IBC (60 pat SHOW Load) NOTES: 1. DO NOT SCALE O WINGS. 2. BUILDING CLASSISICATION IS TO BE RESIDEHTLAL LAWN STORAGE ONLY. 3. THESE STRUCTURES ARE NOT DESIGNED FOR HABITATION. 4. THE FOUNDATION PIAN PROVIDED IS A TYPICAL swam, ACTUAL CONoITIONS (LUST BE EYAIIUATD BY INSTALLER. ALTERNATE FOUNDATION PLANS MAY BE USED IN ACCORDANCE WITH LOCAL REQUIREMENTS. 5. FOR MORE NOTES - SEE SHEET S--10. 1 OUTSIDE SKIDS S7ANDARD ON 12' WIDE BUILDINGS OPTIONAL ON 10' WIDE BUILDINGS 8'- O TO 3d' --O' LONG ON 2' INCREMENTS) 1 -a" k• -V 2x4 RIM JOIST —r a er1 0 1 / ENGINEERING CONSULT • FLOOR FRAMING PLAN FLOOR FRAMING PLAN ENGINEERING CONSULTANTS, P.A. 314 WEST RBST AVENUE P.O. km 932 KUR:HIrNSON, KS 67504.932 6_____39.1101 • 620•6634111q I +r..4e elisk • wry SCALE 3/16" = 1'-0" wi► CONSOLIDATED INDUSTRIES, LLC PORTABLE STORAGE BUILDINGS `ep 1 N 1 DATE 01!24/11 FICHEas COLORADO - 2009 IBC (60 pat Snow Load) OLE be BLE r MA 101 kxka 0 ni 9111} 3- rmtk1111{.F1k0111 psi 11[rotom s-rkwrsFMMOW NMotakPit (111 3 - 3' Kt NM OM slot Or 400 NM » Imo) n -ox S --la OF �- 30 YEAR RATED ASPHALT/FIBERGLASS SHINGLES LL _JJ Optional Window See Details SIDE ELEVATION ,------- •7.3 1.r 021i r o0n:If1) �• +. r -r um a m it i. SN 2x4 PERT STUD DBL 2x4 AD MING (TYP) NOTE: 2x4 SOLE PLATE WINDOWS RAY BE LOCATED PER CUSTOMER R EOUEST - SEE DETAILS R.00R PUN a m lr in—, LOFTED BARN T-111 Plywood Siding 5/" Thick FRONT ELEVATION J LOFTED BARN STYLE NOTE: Window placement as shown is suggested. Windows may be co...0 placed anywhere within the wall Ailliper customers request. See Sheet S-50 for Framing Details 1 LL _LIIT 71 Optional Window See Details REAR ELEVATION] LOFTED BARN STYLE - PLAN & ELEVATIO N SCALE 1/4" = 11-0" ENGINEERING e---' ENGINEERING CONSULTANTS, P.A. 314 WEST IIR51 AVENUE P.O. ILex 932 HIJTCIHINSON, KS 473040932 CONSULTANTS CONSOLIDATED INDUSTRIES, LLC PORTABLE STORAGE BUILDINGS SAIF 01/24/11 owr. BLE COLORADO - 2009 IBC (BO paf Brow Load) be BLE 6-018 5-2 OF Lri 20' 30 YR RATED FIBERGLASS ASPHALT SHINGLES 7/16° OSB DECKING 2x6 RAFTERS 0 24"oc 7/16° OSB DECKING 2x6 LOFT JOIST 0 24"oc 11'---6" (1381 5 - 3° FACE NAIL - JST TO TRUSS 5/8" T-111 SIDING 2x4 STUDS 0 24'oc w/ 2 - 2x4048"oc 2x4 BOTTOM PL 5284 TRTD J° TRTD P5T DECKING 1 1 roc -g 4x6 TRTD SKID 51-0" 11'-6. (138") 2'-6" 20 GA 4"x 8" TRUSS PLATE BOTH SIDES - EA JOIST GENERAL NOTES: 1. LIVE LOAD - 60 PSF 2. WIND LOAD -- 100 MPH EXP 'C' 3. ALL 2x4 SPF CONSTRUCTION OR BETTER (UNLESS NOTED) 4. TRUSS PLATES = 11W BUILDING COMPONENTS GROUP, INC., WAVE PLATE OR EQUAL TYP GAMBREL TRUSS ,/ 12'-O" WIDTH LOFTED BARN SCALE 3f8" _ 1143" ENGINEERING ENGINEERING CONSULTANTS, P.A. 514 WEST MIST AVENUE PA. lox 932 HUTOITNSON, KS S7101-0932 4111:144.44.794101, • 6341al4Z1/ PEW CONSOLIDATED INDUSTRIES, LLC PORTABLE STORAGE BUILDINGS COLORADO - 2009 IBC (60 psi Snow Loeb BLE Inc TOP CHORD 2x6 SPF /2 BOT CHORD 2x6 SPF #2 (9) 10d COMMON NAILS FACE -NAILED (5) 10d COMMON NAILS TOE -NAILED • TC LL 60.0 PSF 100 MPH WIND TC Dl. 5.0 PSF _ 9.17 FT MEAN HOT BC DL 4.0 PSF ASCE 7-05 BC LL 15.0 PSF ' CLOSED BLDG EXPOSURE 'C' TOT LD 84.0 PSF DEFLECTION MEETS 1/240 LIVE & L/ 180 TOTAL LOAD DUR FAC 1.15 SPACING 24.0• SIIMPSON H2.5 (3) 10d COMMON NAILS 1 Z ' - Q " WIDTH TYPICAL GABLE TRUSS SCALE Ng = 1'-0" ENGINESING MA 'CONSULTANTS ENGINEERING CONSULTANTS, P.A. 514 WEST RUT AVS4UE PA. BOA 932 HUTCHNSON KS 615O44932 6204.15-429.1101 • sa____ _o+, wwwadadbAcia blopectiddiem CONSOLIDATED INDUSTRIES, LLC PORTABLE STORAGE BUILDINGS nolSr. COLORADO - 2009 IBC (60 pet Snow Load) 9AT1 01/24/11 11-018 S-5--1 OF 12'-0" BLEYG 1/10 3n ` �i:=E�l '' 0 2x8 TOP PL 5A o 2x4 CAP CONT r 1 .ri! ItZ:E _�_ - S».IPSON H2.5 0 48 oc 2x4 TOP PL 3/10 17)0;893 4/10 o i x4 � _- a ' f I. 1111Wati.....: o/ 411pritanall 5/8" PT PLY SOFFIT PLATEI} TRUSS CONNECTOR H2.5 IA.40Ir 2x4 CAP CONT iii 2 24LOF ..IST SIMPSON 112.5 0 48oc 2x4 TOP PL ��10 sID NON -LOFTED UTILITY - TOP PL 0 NON -LOFTED BARN -- TOP PL LOFTED BARN - TOP PLATE GABLE TRUSS - TOP PLATE 0 0 0 4/11 2x4 STUD 0 24ioC • w/ 2-2x4's 0 48"oc FASTENER SCHEDULE co 3-3' NAILS mom mum& PLATE INTO EACH STUD a 3" NAIL * 8bc ■ 3 - 3 FWLS FROM Rua INTO EA .IST 4- IAd COUMrON TOE NM3 ® 4' X S' WAVE PLATE (EACH SIDE)l ® 5 - 3' HAILS PNCE MAILED INTO STUD Q 3 - 3" NAILS FROM t.EDGOI INTO EA STUD 3 - 3' NAILS FROM TOP PLATE INTO EACH Gt RING SHANKANAI..S EVERY 1.1/2' INTO BOTH TRUSS CHORDS OR STPLS rCO HNA STACCERE� EVERY 1.1/2' 0 3 - 3* was FROM PLATE CAP INTO RAFT (BARN ROOFS TNT) 6/10 7/10 x4 T-111 0 �i7 � LOFTED A iii_. 0....,..e', (2) 2x4 w/3-#3 I (TYP) UTILDYES H2.5 ANCHORS TOP PLATE NAILS EA STUD - TOP PL d 2x6 LOFT g 24'ocQ 4 JST A4, I 15/8mDECK 2x4 BOTTOid PL ►r� AIN fll 2x4 LEDGER 0 2x4 FIR �JST 0 12 OR 16 oc SEE LTJ 5-11 FOR ANCHORAGE 0 DETAIL - STUD TO RIM JOIST 0 LOFT FRAMING - LFTO UTILITY CONSTRUCTION DETAILS Q',�i;� .4. tj ; : l 4 - f �,. ;,'' 1`; t � . 16 o *-41-1.1.1.1 `�r� /0 ALvc:� 11>> w....N.ti-,117' womb.SCALE 3j8" = 11-0" ENGINEERING CONSOLIDATED INDUSTRIES, LLC DATE 01/201 � 11-018 ��" v� ENGINEERING CC ULTwANTS P.A. PORTABLE STORAGE BUILDINGS BLE -1 ❑ I AVENtlf P.lp O. $ i 931bC PIOIECTt CD LD RADU - �0 �9 IBC -- �� HUTCN�i301� KS b7s4,-0911 °di` CONSULTAN S p8! Snow Load) BL.E FASTENER SCHEDULE 0 3-3' MNLS FROM BOTTOM PLATE IMO EACH STUD a 3" FIAT ®8 DC 3 - r NAILS FROM RIM Iwo EI► al' 4 - 10d COMMON TOE NAILS 1.1/2" STAPLES 0 1/2"oc — 3" NAILS FACE NAILED INTO STUD 0 3 - 3" NAILS FROM LEDGER INTO EACH STUDCHORDS 3-3" HAILS FROM TqP PLATE Rao EACH STUD 0 x" RING SHANK cauls EVERY 1.1 2" INTO BOTH TRUSS CHORDS OR STPLS CO 3" NAILS STAGGEREO EVERY 1.1/2" © 3-3" NAILS nom RATE CAP INTO RAFTER (BARN ROOFS TYP) 2/11 0 ,,, 3/11 2x4 COTTAGE _ _ �.. " '--------.. i TOP PL 1111 2x4 STUD TOP PLATE 21 • & II j BACK 1x4 0 T-111 WALL 3/12 SEE 5111 S -5-I S-5-2 OR 5-5-3 FOR PLATE SIZE !t LOCATION 0 GAMBREL TRUSS CONNECTIONS 1x4 5/8" PT PLY SOFFIT T-111 OA I�� E3 1 TRUSS SIMPSON 48 ac 2x4 STUD H2.5 0 12' COTTAGE OVERHANG �`J 0 lJ 4/11 5/1 6/11T,� 5/12 ;14k!�' 1 •7 3/16- -WIRE $ v ROPE MEMBERSx4F ARE 0 HEADER — DOORS = 4Ep w 6/12 ViriHE r ADER DETAIL 2x4 FRAMING , ILTIMPII� �^SEE 0 HEADER - DOORS 4B"w TO 72"w igb r 3: 1 m t1.6,-,.....WIT� I= 1= I 0 DETAIL , SEE SHEET S-13 FOR LOAD RATING - STUD TO RIM JOIST 7/12 `} 0 TYPICAL. 1 1 WINDOW 1 FRAMING TYPICAL DOOR FRAMING HEADER — DOORS 72"w TO 146"w t7 CONSTRUCTION DETAILS �ttiLti[i,��t _� ..0../. '►ITS/., r r •• �' o111III �� �rA �'• • • • i 7 °�� �" �'' ��� A�'�~� ,1� ssi-.ee��1•••�_ �i4�� ,��1AN�\Z����l�� SCALE 3/8� 1'.4.. ENGINEERING CONSOLIDATED INDUSTRIES, LLC DATc 01/24/11 1I1 -a18 ENGINEERING CONSULTANTS, P.A. PORTABLE STORAGE BU1LDINGS OLE 5-11 314 MST FIRST AVENUE NUi010450i.K567504-0932 - COLORADO2009 IBC OF as4M5.639d IMI • 4170441401111J 4 • Oh. CON77 � � + �Ir4 w (60 I� �w �� 7/1 6" OSB GUSSET (BOTH SIDES) FASTENED w/2.1 /2" RING SHANK 4/12 OR 1,1 /2" STAPLES STAGGERED 1.1 /2" APART OPTIONAL PLATED TRUSS CONNECTORS TRUSS CHORD FASTENED w/ PLATED TRUSS CONNECTORS 0 SHOP BUILT TRUSS OPTIONAL 2"x4" WEB MEMBER w/ PLATED TRUSS CONNECTORS —an 0 OPTIONAL SHOP BUILT TRUSS 2 x 4 SHOP BUI LT TRUSS SCALE 3/$" = 1'-0" ENGINEERING CONSULTANTS, PA. 511 WEST FOIST AVENUE P.O. Iaa 932 HUTCHINSQN, KS 673044932 ezanms a3' If . 420-66.14101111-1 .v.i.se„s,. e. • rr._w..e CONSOLIDATED INDUSTRIES, LLC PORTABLE STORAGE BUILDINGS FECUEas COLORADO — 2009 IBC (60 pad Snow Low:U DAM 01/24/11 ow. BLE be 11-018 S-12 OF UPLIFT ANCHORAGE SCHEDULE BUILDING LENGTH 8' WIDE BUILDINGS (d) ` 10' WIDE BUILDINGS (d) 12' WIDE BUILDINGS (d) NUMBER OF ANCHORS CAPACITY OF EA ANCHOR NUMBER OF ANCHORS CAPACITY OF EA ANCHOR NUMBER OF ANCHORS CAPACITY OF EA ANCHOR 8'---0" 2 (b) 300 O_ -- -- -- -- 10'-0" 2 (b) 300 1 2 (b) , 400 1 450 -- 4 o _`- 250 12'-0" 2 b 350 2 b 14'-0" 2 (b) 400 f 4 (a) 250 1 4 (a) 300 1 16'-0" 2 (b) 450 i 4 (a) 300 # 4 (a) 350 # , 400 I 18'-0" -- -- 4 (o) 350 1 4 (a) 20'—(1" -- -- -- -- 4 (a) 4 (a) 450 1 500 j —3- 22'-0" -- -- -- --L 24'-0` - - - -- 26'-0" - __ . _. �•�___-�6 ----=------..._ -6 (c) T - 400 1 28'-0" -- _-- —_ -- 6 (c) 450 1 _ 30'—O" -- -- -- -- 6 (c) 500 f NOTES: (a.) ANCHORS LOCATED NEAR CORNERS OF BUILDING. (b.) ANCHORS LOCATED NEAR MIDDLE OF SIDE WALLS. (c.) ANCHORS LOCATED NEAR CORNERS AND NEAR MIDDLE OF SIDE WALLS. (d.) SEE DETAIL VS -1 1 FOR ANCHORAGE DETAIL. (e.) 100 MPH WIND SPEED U T ANCHORAGE SCALE 3/8" = ENGINEERING CO SUIT ENGINEERING CONSULTANTS, P.A. it ■ WEST FStST MIME P.OSim 932 HUTOHINSON . KS 075040933 6234&141394 • 0644‘scom Pro rowa'+wawa • CONSOLIDATED INDUSTRIES, LLC PORTABLE STORAGE BUILDINGS COLORADO - 2009 IBC (O pal &IOW Load) CATS 01/ 2 111 BLE bc BLE 11-018 543 OF 1/11 � 0 ` 2/10 , � 716" D CKING ,l' OSB NOTES 1. ALL MEMDERS NOT LABELED 011 DTENL 5FlElEiS WILL � LiSTEA HEi� T1R DN SECTOR DRAwip s. . ALL BUILDINGS HAVE 20 YEAR RATED ASPHALT SHINGLES. ASPHALT SHINGLES 7/16" OSB DECKING T �� J I � M�� RE 2x4 SP F. 3.FTBERGLASS ►/ 4. ALL RAFTERS TRUSS CHORDS ARE METAL DRIP EDGE 1 x4 FACIA2x4 � � 1:01;11( � �" ` 2x4 TRUSS CHORDS TOP PLATE ' �`:!I � f I CI 2x4 LOFT 0 24"oc 2x4 TOP PLATE JST 1x4 SPF MEM AS NOTED. 5. ALL ROOF DECKING IS 7/16. OSB. 6. ALL SUMO IN 5/8" T-111 PUW000. 7. ALL FLOOR JOISTS ARE 2x4 OR 2i6 AT 12' OR 16' OM CENTER. 8. ALL BUILDINGS HAVE CONT. METAL 5/8" PT PLY SOFFIT -/ 2x2 NAILER 2x4 CAP CO ORIP EDGE. 9. AIL IXTERIDR MILS ARE ZINC COATED. 10. ALL FLOOR DECKING IS 5/8' PLYWOOD (5/81 T-111 I OR Z LAYERS 4F SAME, 2x4 STUD11. 0 8' & 10' COTTAGE •VER L 1._ AI 8' 0 & 10' LOFTED - TOP PLATE ALL SKIDS ME 4x6 PRESSURE TREATED RATED FOR GROUND CONTACT. VARIES ($'-0" TO 3Q'—On) 5/10FASTENER SCHEDULE FROM ocrme.; PLATE � F STUD 12" 1 OR 16"oc al s NAIL 0 roc 0 FROM 2x4 LOFT JOIST 0 24"oC 3 - 3" NA&S R0.4INTO EA JSF a 5 - 10d COMMON TOE N JLS 1_11 II ` 11 T 1 11 1 1 A� ® 1.1/2. STAPLES 0 1/2 ac TOP VIEW 1'2" NOTCH NOM r. 0 5 - 5' OWLS FACE NAILED INTO STUD p7 3 - 3" NAILS FROM LEDGER INTO Egli 1.11 STUD VA (0 SIDE VIEW 2x4 SPLICE PLATE BOTH SIDES (TYPICAL) .aY 2x4 LEDGER 3-3" HAILS FROM TOP PLATE INTO EACH MD ® 2BO�. INTO BOTH TRC OR �L5 FOR SKIDS OVER 16' LONG BUILDING SKID 8' & 10' LOFT FRAMING - L1FTD UTILITY ZD 3' cauls STAGGERED EVERY 1.1/2" 3-3' NAILS FROM NATE CAP INTO RAFTSR WARN ROOFS TYP) CONSTRUCTION DETAILS r`t„\\>t'tti SCALE 3f8" = 11-0" -4� ciOnie ■■ ENGINEERING CONSOLIDATED INDUSTRIES LLC PATE 01/24/11 H-018�fl�� � +ter �.!I',f 4.7 A lie '‘.. ', --71- ENGINEERING CONSULTANTS, P.A. PORTABLE STORAGE BUILDINGS D'L ��� � •' Y/e:f4-'614.4A. •• 14 WEST MUT AVENUE PA. Sox 932 HUMMOCK KS 67 \\.:1 1171 T COLORADO 2009 IBC 4�`�.. Irf.i,r`LANA ..�WOdi302111ed CONSULTANTS (60 psi Snow Load) >kr �.-N'. NOTES: 1. STUD SPACING NOT TO EXCEED 24"0. 2. STUD SPACING IS TYPICAL FOR ALL BUILDING TYPES 3. STUD SPACING MAZY BE ALTERED FOR LOCATION OF WINDOWS (SEE DETAILS). 4. STUDS ARE DOUBLED * 48"oc (1YPICAL). 5. NO STRAPPING DUE TO PLYWOOD SIDING FROM TOP PLATE TO BOTTOM OF RIM JST. 5. SEE BUILDING SECTION SHEETS FOR COMPLETE DETAILS. _ el DBL 2x4 VERT STUD 0 SIDING JOINTS (TYP) 2x4 5011 PLATE „f 2x4 VERT STUD WL NOTE: WINDOWS MAY BE LOCATED PER CUSTOMER REQUEST - SEE DETAILS. II 8V -O" TO 12'-0" WIDE (NOMINAL) (IN 2' INCREMENTS) CONSTRUCTION D ETA I L S SCALE 3/8" = 1'-O ENGINEERING PA, CONSULTANTS ENGINEERING CONSULTANTS, P.A. 314 WEST FIRST AVENUE IQA 932 HUTCHINSON,'S 67544-0937 6.7046se394100 • 670•ees42711 ....e.40. • we®n..essu. CONSOLIDATED INDUSTRIES, LLC PORTABLE STORAGE BUILDINGS COLORADO - 2009 IBC [8O pal Snow Load) Wen 01124/11 BLE Ot SLE 11-018 S-15 OF AN.