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HomeMy WebLinkAboutPlans.pdfSee_ ,P4-74��%i G� t/12 � 'u1����✓ \ P a/tee 7 w -re zoe 1 Lp_C ,tom,/ 1)4/1-75. Y7,//i 5/.e ri 4e i9-/ /y/Iyal)r/ ers o7/ er'ee)/ 5 ec,,4'e 715 /-#d %ems P-t°/�2 o��/rens Re/Pr 76 s clary/ 147, t } ,e-ef oi7f o _770 r -• d s6teb Ize9uitenyteeiv.r/ 9/‘/1/./4 c-/454-z-Dri /9-.5-3-64v 6/ 7 e ) 91 r' Vat/-- 41 vee/ "Zress'o ogr Stviye /41%7 -- 5yL P ROWE _DJ yy��yyyy QlViBE6.11i YSI.Y 1 all aa) mernow 'Et r , `1 \1i Jf t�F''y+LY�U x FLA1�r`; ON §I1 BLRE-4-14-3196 Yurt/ Foundation's 5829 CR 243, New Castle VIKA 1/4:.;Yr lratluct JJU • • • vf:1 ' • :."'?".:r.71:)1VEDY1 • c. N. Building Permit Information Elk Creek Ranch 5829 County Road 243 New Castle, Colorado 81647 Type of Construction: Deck and storage Yurt Involved Parties: Property Owners: Robert C. and Janet L. Olson Phone: 970 984 2745 E-mail: rcolsongge@aol.com Mailing Address: 5648 County Road 243, New Castle, Colorado 81647 Contractor: None, construction work by Owner Manufactured Yurt: The Colorado Yurt Company Phone: 970 240 2111 E-mail: Melissa@coloradoyurt.com Mailing Address: 28 W. South 4th Street, Montrose, Colorado 81401 Engineer: Claire Jacobi E-mail: MariaCJacobi@aol.com Mailing Address: Project Name and Location: Phone: Describe Work: Build a 1,150 sq. ft. viewing deck and Yurt Foundation and install a 24 ft. diameter (452 sq. ft.) Yurt. Yurt required for storage on the east side of Main Elk Creek on Elk Creek Ranch. Job Address: 5829 County Road 243, New Castle, Colorado 81647 Assessor's Parcel Number: 192526200004, Section: 26 Township: 4 Range: 91 N1/2 & SEC 23 THE NLY PART OF HES #54 IN S1/2S F CONT (56.48 AC). ALSO A TR. CONT (2.4 AC) Location: The project is located a third of a mile north of County Road 243, 75 feet east of Main Elk Creek on a ground elevation 15 ft. above the Creek. The project is 200 feet west of the eastern boundary to the Elk Creek Ranch property. Owner's Valuation of Work: $ 40,000 Property Size (Acres): 60 Sq. Ft. of Yurt: 452 Height: 13 ft. # of Floors: One Deck/Yurt Platform: The Deck is 2.5 feet to 3.0 feet above ground level. Class of Work: Addition, storage area with no electricity, water or septic system Deck/Yurt Location Elk Creek Ranch 5829 County Road 243 New Castle, Colorado 81647 /00A (� 33 t It`s -bF..GK/ Vuicr i51. \ I 40 SCALE (-rt) No(;T►4 The project is located a third of a mile north of County Road 243, 75 feet east of Main Elk Creek on a ground elevation 15 feet above the Creek. The project is within the Elk Creek Ranch Property approximately 200 feet west of the eastern boundary of the property. Zoo ft I -- W J I U) I. Qs Q z 0 I— U W cn0 z C J D CO I— CC D 7 N 3,r» Final 27'Alpine Foundation Elk Creek Ranch, 5829 County Road 243, New Castle, Colorado 81647 welve conical columns, 10"-28" big foot, with concrete footing (with #4 bar) to a depth o four feet Nineteen 6" by 6"posts for railings and stairs with concrete footing to a depth of three feet Four Deck Support Beams, 6" by 14" 2" by 8" Deck Joists every 16" covered by 2" by 6" Decking 4-y Pea< SoPPDpT 6Es}/45 kR 5±5 .�{ = 0 0r9 Feats 5 , 1, welve conical columns, 10"-28" big foot, with concrete footing (with #4 bar) to a depth o four feet Nineteen 6" by 6"posts for railings and stairs with concrete footing to a depth of three feet Four Deck Support Beams, 6" by 14" 2" by 8" Deck Joists every 16" covered by 2" by 6" Decking 4-y Pea< SoPPDpT 6Es}/45 kR 5±5 2 x 8 DECK JOISTS m 16" -9-,91 F I N W W v) YURT FOUNDATION/FLR z 0 N N } z 3 z )ONSTRUCTION MANUAL FOR WALLS, ROOF, FABRIC, & PROPER HEIGHTS OF ALL. OCAL BUILDING DEPT T DEPTH, GS AND COLUMNS. LATE FOUNDATION PLANS & MEETS #6 & #7 FOR INFO 1-x U md2 o_M 00m, ¢¢m in ymy OW O qb a_1- N O;- 00\\a „r„ a W O m •�-Zl�li x0 t N4 XUN c• W O cc 4 im. _ DATION DETAIL I SHEET #3 r S3.1ON 3 S rrJ `:%°%, fbe OF-? F Z=P u mH mUN ci.ima au`"iid iims N o. --cc U Z Z g� N }(Jlii"03 Ji_3 0. ag27 i,U O� Z UOFWu8 ZQ'oJ 2 — 6„„g® 2 g tszt$0W J $ 000,6- •.`,./.4,,\,\ I— N O x•00^O�„ . i\\o Li i, I .4}::"t•'.i,.o\ 0 ►,I . Z ;\-\\,/,/,'1\i'li',,:i '1/4- ket )" 0 a S310N 335 \. \ � <z w; gm La oa< OKCx Da LaawW :n fan N c> w w ac 0 8 QW W °� I- ! � ZpF Fz 0 ON 88 O W x x a N m 8 N �n a H1d30 15021d J Q U 0 I- NOTE: CONSULT YOUR CONSTRUCTION MANUAL FOR INSTALLATION OF WALLS, ROOF, FABRIC. LACING, DOME , & PROPER HEIGHTS OF ALL. _ / z CI 6 } N o. ! ) A}& / § } q ( w /)g mow\ o<!t | § (�\§S §2 / § 2 \B!$§ \ ! §kms \§§ d§ § - f 2 —J + ka§ 35- ® 7ab� / v« ` @ o § W 5 § / w o f ) ; SHEET #4 ii B. • « - / / _ 9§ i YURT FLOOR 8c WALL SYSTEM . © Ls;-• ► \ r a ! a A a. LI q lil}m§ 7o §k \222 �» 2§k( cc §� 2� m» - < H / / § § K e o. § ■ §�.(0 0 *7 Er, R \ Z kF§ k©!� M / w§) &§2§§ 7�� . e|d ^6®/ k`®9w 3 k f ® | { °2 3 | § 0 u ~ — !° LU z k z « DEQ / / » �� 2 re 2Z $ ! 22 c ee 8 ) �� §� =■\-p »$ cc �� \� 0 le � . z - ;a. TRUCIION MANUAL FOR LS, ROOF, , LL. OPER HEIGHTS OF A NOTE: CONSULT YOUR CONS INSTALLATION OF WA £(< I.— cc fe {\_ &/& u � § o W2 W$ ill 'Si Zil la- 0 k � LACING, DOME , & PR za z /8-' r , 7 §|§ m § . E } w CC to CO 2 §k %0 a 7 {§! }§� k\\ m<0ul §-»»y y z u ior,— < I-- sz ® x No R = 0Ill § a !k ■ § K/! §§, _ e w_� Li re u ? 00 [< �� / 2§ 2;§ k e k2 J§0 00 u \k k3\ 48 )4 /c) a E2 » § \ 2 0 E E [ YURT RAFTER DETAILS ^ I 7 R a tcGc \�IX mw \ «2z u_\\ € re p c9 Li. §k§ .� /\ : )c\ /�� ■£9 u_/\ # uj` 5� ` 2k( / 'OUR CONSTRUCTION MANUAL FOR ON OF WALLS. ROOF. FABRIC. )ME , & PROPER HEIGHTS OF ALL re 0 a6 z0 o Z o 6 IA- et w R FF O K ¢ a te 4 Cu) O O aoa0 _ w a ¢ yf the yurt. it should attach to the clears the surface of the interior iur bender board for each door in your Dor call manufacturer. finished size of the footprint. (e.g. a 20' yurt footprint der board. I appropriate material for your bender board. 1 X Tres fascia bd or better e: Use pressure treated plywood, redwood or equal. SHEET #6 N I-- Z CO Ns O N L� M O S cc cc O 1-a0 a O LL ,'II O Z re O O ZV1 co 3 v3 5% 1, iJi /,� 11:/ DECK BEAMS SEE S2 FOR SIZES ION — SEE S2 & 3 FOR MORE INFOR F bender board Is used to surround and n of the raised footprint") portion of the r by 2 — 3- do not exceed 3\"). Leave gap for Fren doors).For placement of w board can be attached outside of the diameter plus the thickness of the ben a c •b8 €«� m L$ a W ss c � /, ,.,_ 131 g 1 r 1_. or o O (..n I__ i: >_ mz J ow..cn 2 ma< r L wo—,or 1 30'-0" SQUARE U 0 2 x 8 DECK JOISTS a 16 YURT ALTERNATE FOUNDATION N r / / / / 7 r '1 N \ \ \ TrN / rI 1 NOTE: JOIST FOR YURT FLOOR TO BE MIN. 2 x 4'S 016' o.c \ ' I I \ / / \. ; // ` /� L. I I I L J I „o -;al -0-.0' ua-o/ wo—,or 1 30'-0" SQUARE U 0 2 x 8 DECK JOISTS a 16 YURT ALTERNATE FOUNDATION N Q H- W 0 z 0 F- Q 0 z ID 0 U- ALTERNATE Date Revised Yurt Structures by The Colorado Yurt Company STRUCTURAL CALCULATIONS November 29, 2012 Design Snow Loads Yurt Diameter Aft "telt p4 -344 �FGI 000000 sFPH Z • • • • 1.0 Wind Design Criteria Neujahr & Gorman, Inc. 88 Steele St. Ste 200 Denver, CO 80206 303-377-2732 2x4 Rafters 2x6 Rafters 2x6 rafters with 2x4 perimeter studs at every rafter 2x8 rafters with 2x4 perimeter studs at every rafter 2x6 rafters with 2x4 perimeter studs at every rafter end with center support column 88 psf 49 psf 33 psf 19 psf 15 psf 92 psf 70 psf "54 ps?) 44 psf 36 psf 121 psf 98 psf 79 psf 59 osf 5o ns 110 mph, 3 second :ust - Exposure C 116 psf 81 psf 135 psf 103 psf 1. Structural analysis is in accordance with the 2009 International Building Code. 2. AN structural members are as described in the Advance Canvas Design Letter dated April 4, 2002 (copy Attached in Appendix). 3. All loads listed above are uniform snow loads applied over the entire roof area. 1 PROJECT PR'OJ'ECT NO. • ao CLIENT APV/+44-e 0A1~10Pe 104 V.4' PAH', DATE 13Y `141"en, tt4 PAGE NEUJAHPR AND GORMAN, INC, COUNSULTING STRUCTURAL ENGINEERS 40,2i m24 eArrApr #1 '4 WAN I AigedrArr 64001,A � IA 11 Project: YURT ANALYSIS Project No. 202069 Client: ADVANCE CANVAS DESIGN Date: 8128/2002 Pt. Diameter Yurt Roof By: MJG Design Loads Diameter (ft.): 24 Wind Speed Dimensions Diameter L1 L2 16 1.795196 0.560999 L1 1.795 20 1.745329 0.436332 L2 0.374 24 1,795196 0.373999 30 1.963495 0.327249 Snow(S) 54.0 Dead(D) 4.600 100 Wind Load Variables Wind + 7.327 Exposure C, Ce=1.06 (< 15 ft.) Wind - 21.709 MPH Cq + Cq - Qs CqQs + CqQs - 80 0.27 0.80 16.40 4,69 13.91 D1 8.258 85 0.27 0.80 19.00 5.44 16.11 D2 1.720 90 0.27 0.80 20.80 5.95 17.64 100 0.27 0.80 25,60 7.33 21.71 S1 96.941 52 20.196 W1 + 13.153 W2 + 2.740 W1 - 38.972 W2 - 8.119 Bending Moment Reactions (Lbs.) Actual Length along slope = 10.96966 R1 = 322 00 Loads Perpendicular to Member R2 = 207 Livel 72.71 Deadl 7,15 Total 79.86 Live2 15.15 Dead2 1.49 Total 16.64 Total Moment = 739 Ft. -Lbs. 13 BC CALC® 2003 DESIGN REPORT - US ISingle 1 3l4" x 9 1/2" VERSA4LAM® 2800 DF Job Name: Address: City, State, Zip: , ICustomer: Code reports: ICBO 5863, NER 442 12 File Name: BC CALC Project : RB01 Description: Specifier: Designer: Company: Miss: Fly I�-�_;��� 1- r r Standard Load - 0 psf 12 psf Tributary 01-00-00 Monday, April 18, 2005 10:49 g0 306 lbs LL w 43 lbs DL ` $'341 1� 7 ��I - tt®'l 08-09-10 Total Horizontal Length -10-11-10 131 821 lbs LL 105 lbs DL 02.02-00 Ott 1 B2 0 lbs LL 0 lbs DL General Data Version: US Imperial Member Type: Roof Beam Number of Spans: 2 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 01-00-00 Live Load: Dead Load: Partition Load: Duration: 0 psf 2 psf 0 psf 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or If you have any questions, please call (800)232.0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOAROIM, BC ON RIM BOARDTM", BOISE GLULAM'"', VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND'''{, VERSA -STUD®, ALLJOIST® and AJSTM' are trademarks of Boise Cascade Corporation. Page 1 of 1 Load Summary ID Description Load. Type S Standard Load Unf. Area Trapezoidal Controls Summary Control Type Moment Neg. Moment End Shear Cont. Shear Uplift Total Load Defl. Live Load Defl. Total Neg. Defl. Value 635 ft -lbs -636 ft -lbs -289 lbs 350 lbs 283 lbs U4367 (0.024") L/5025 (0.021") -0.001" Ref. Left Left Cautions Uplift of 283 lbs found at span 2 - Right. Start End Type 00-00-00 10-11-10 Live Dead 00-00-00 Live 10-11-10 Live 00-00-00 Dead 1011-10 Dead Value Trib. Dur. 0 psf 01-00-00 100% 2 psf 01-00-00 90% 106 plf n/a 100% 22 plf n/a 100% 7 pif n/a 90% 1 Of n/a 90% % Allowable Duration Load Case 10.1% 100% 2 10.1% 100% 2 9,1% 100% 4 11.1% 100% 2 n/a 4 4.1% 4 4.8% 4 0,2% 4 Span Location 2 - Left 1 - Right 2 - Right 1 - Right 2 - Right 1 1 2 Notes Design meets Code minimum (L/180) Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Minimum bearing length for 130 Is 1-1/2". Minimum bearing length for 131 is 3". Minimum bearing length for 132 is 1-1/2". Member Slope T 0, consider drainage. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min, end bearing + 1/2 intermediate bearing 110' tl ) 1**1 1,714 22 1 ! j f?ROJECT CLIENT :...• YVRt-: I • • , - 'he; Colorado -Yuri -(Company } I _ i.- _ ",.II-. a."1o74• DAT` ..,-- , BY' -7. ' . PAGlE .__ ° •.. 40001.411, , • NPUJAHR ieiND GORMAN, INC, -CONSULltING STRICTUL NG11,NgERS -i�'►� . /. ►_ ' 1.11 • • PROJECT CLIENT YU KT APALY I PROJECF NO. 1,2.potoot AP/At-I6 4A+IYA* P010614 AL plAMMER, `1'012:ro DATE BY Ico° HJel PAGE Hekii,etr. FroreFilM 66Mpizae,0101.1 'Li •,7"• Z.3111 gArsTProfv •OK ts\ 1 FT N4./IJAH01-.-! 1" • COU.INIULTINO s • • •:- ENG1NIErld Arrat4* pAbB I A 4145.0 2.41Z 1)3 )102.4 In3 'MP) in4 Itf17' bit) 1\44 fie? i()0 poi (1.X14 A *. Iv .09 FY = (r2,51 tn3 1160460 pi 2 VP pefl 4rett metz i;e,5 1:)( 3 ii;14 ef› 7-G1015)/4f. .orto .1.9 .4 1,14 644 ogovo ,01011(0$157) Vffel\6111 41.12oo 11‘gp I)k2 i044ori (Os)* 4t00 28 AprgN robes 2 CANIvAry PROJE,q1:NP. : . • j q09JObt. 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(910) 319.1498 fiL[BWOOD SPRIIIfiS, (0 81o1 fA1 (910) 945.1321 April 22, 2014 Robert and Janet Olson 5829 CR 243 New Castle, CO 81647 Re: Yurt Platform Dear Mr. & Mrs. Olson: Yesterday I visited your site for the yurt construction. The foundation for the platform to support a 24' diameter yurt was constructed completed. The yurt floor joists had not yet been installed. The platform was built in accordance with the attached plans provided by the yurt supplier for a 27' diameter yurt. The footings are "bigfoot" type footings 28" in diameter per detail 1 on sheet 3. To provide frost protection, the bottom of the footing is more than 36" below grade, in most cases 42" below grade. The deck beam bears on a standoff base on top of the 10" diameter sonotube. There is more than 12" from the bottom of the beam to ground and over 18" from the bottom of joists to ground. The construction appears to be in accordance with the attached drawings. If you have any questions, please do not hesitate to call.