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HomeMy WebLinkAboutApplication- PermitSob Address Nature of Work Build Use of Buildin Owner Contractor GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th. Street, Suite 303 Glenwood Springs, CO 81601(970) 945-6212 10)4�ksa No. 7584 t6yr tryv � +1 Amount of Permit$ �Q J s• , 9 Date ictl 7_5 ra4(4)Fi (6i) suptie_ 6,79,59 C Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (OLENWOOD SPRINGS), COLORADO 1 EPHONE: (970) 945-8212 10B ADDRESS: of rn y '3"07, PERMIT NO. 75-(y INSPECTION LINE: (970)384-5003 PARCEL/SCHEDULE NO. ASI �3 PERMISSION 1S HEREBY CRtANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR TO CONSTR STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMIITED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT. THE SIGNER HEREBY ACMES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AIITiHOR1TY GIVEN IN 3011.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY OOM�PpL�E�TH D WITHIN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM TETE COITIM THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT TIE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PIANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF TFILS JURISDICTION. TIE REVIEW OF THE SUBMITTED PLANS ANI) SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBZUTIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER. BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Gedatm.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. WIIALI .Pa9.y /o/! yjrg/6D LOT NO. 1 BLOCK NO. SUBDIVISION/EXEMPTION/km Cin LOT AtichM►ty Al 2 c4'18,60/914/ 44C (4/04T dOh *A /.way, - /II/Si9LT Cd Pitt '4363 -97 '''''`e NL 25'59 3 CONTRACTOR Kay y /407,65."° °/'&' Q ' /V 5/1T Co ?14.5-. PH g/4-c2aa LS -lam 4 $ 4 J5 ARONRECTENOENEIR AMMO PM UC) I , :SQ. Tr. or SOWN° / (0 2 / rQ, rr. arm .:V, do k. MORT NO aPYLOORR i 6 "$°°a°°°°'° S/NGL[ f w11Gy ,014/ELLiN6 7 MICR= ►\' A•Ac t -P . 1+0 (ewe 0 vi CoKm. 4O 8 C1A4 OF WOW p1o8W /(J/M{7 CADDITION DALTIOASION N[OVE OR0[OVE 9 GUAM: DOO RLE ODORBJE CARPORT: =NOM ODORBIE 10 INIMIMAY MAUPITT OON RIB $SWAGE DISPOSAL (SEPTIC) + X718 PLAN VALUATION OP WOW I ADJUSTED VALUATJ0Pa `Th /a! 7 ZI f( QBOALCoofl k : mt/a/44% #6•71i4.7-- //UAv vd.If-� 2A NOTICE A SEPARATE ELECTRICAL PERMrT Ts REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT OOMMENCED WITHIN 180 DAYS. OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 110 DAYS AT ANY TIME AFTER WORK IS COMMENC ED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND 10.10W THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTTER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF 77077N. notDate /T "//1 /7 •2aX0 PIAN CHECK 1zq.sy PERMIT FEB: i99.7S TOTALFli6. DATE P6RMT1 ISSUED. �� 4 °CC: CBRDUP: CONST: TYPE: M. - 3 ZONING: SETBACKS: of S Omar. sot orimd agent } - - " , notice allova. f�i i_o (i e �.• /ANU. - HOME: C . (3"D — ISMS NO & FEE: -per — C 50 ' V 0 Raft Dept. Apptovel/Dete P ,. .f P . , ; ASI �3 PERMISSION 1S HEREBY CRtANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR TO CONSTR STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMIITED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT. THE SIGNER HEREBY ACMES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AIITiHOR1TY GIVEN IN 3011.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY OOM�PpL�E�TH D WITHIN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM TETE COITIM THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT TIE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PIANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF TFILS JURISDICTION. TIE REVIEW OF THE SUBMITTED PLANS ANI) SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBZUTIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER. BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Gedatm.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. WIIALI .Pa9.y /o/! yjrg/6D 4 i The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with wash bowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1994 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. * * * *CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATION PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancyAttse Certificate of Occupancy for the dwelling under building permit # i22 Signature Date the issuance of a /IN/ bpcont r G P G 01-.1)4 Prr� 24-4,00 12 7 eq. o o P is DS 1 3 ,ob Lo00 G7cf 9 COLORADO DEPARTMENT OF TRANSPORTATION STATE HIGHWAY ACCESS CODE NOTICE TO PROCEED COOT Panna Ho. 300038 SHISIMP 82FAJ017.570/L Local Jurl$d Ion Garfield Com, Permittee(s): Applicant; Arnold Robert & Gloria Johnson Robert M. • 2542 Emma Rd P.O. Box 2525 Basalt, CO 81621 Basalt, CO 81621 970-927-3240 970-948-2559 The permittee is hereby authorized to proceed with access construction within state highway right-of-way in accordance with the above referenced State Highway Access Permit and this Notice to Proceed. This Notice to Proceed is valid only if the referenced Access Permit has not expired. Access Permits expire one year from date of issue if not under construction, or completed. Access Permits may be extended in accordance with Section 2.3(11)(d), of the Access Code. Adequate advance waming is required at all times during access construction, in conformance with the Manual on Uniform Traffic Control Devices for Streets and Highways. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation. The permittee or applicant shall notify the Department prior to commencing construction as indicated on the Access Permit. Both the Access Permit and this Notice To Proceed shall be available for review at the construction site. This Notice to Proceed is conditional. The following items shall be addressed prior to or during construction as appropriate. None Municipality or County Approval (When the appropriate local authority retains issuing authority) ey Title Date (X) This Notice is not valid until signed by a duly authorized representative of the Department Colorado Department of Transportation ey �, ,• Title ,./L140 Date / oov 3 2 `� - G -42)2/L Copy prion: Requited 1. Region Permit files 2. Staff Access Section. As needed: local Authority, MICE Patrol. inspector Form 12 , COLORADO DEPARTMENT OF TRANSPORTATION STATE HIGHWAY ACCESS PERMIT CDOT Pernik No. 300038 State Highway No/Mp/SIde 82FAJ017.570/L Permit feel' 11 0/1`' 50.00 Date of transmittal 04/13/2000 ReglorVSection/Petroi 03/2/16 Local Jurisdiction Garfield County The Permittee(s); Applicant; Arnold Robert & Gloria Johnson Robert M. 2542 Emma Rd P 0• Bo jc Q S a s Basalt, CO 816215 q ,l_ T- C -p I 'to 1, 970-927-3240 is hereby granted permission to have an access to the state highway at the location noted below. The access shall be constructed, maintained and used in accordance with this permit, Including the State Highway Access Code and any attachments, terms, conditions and exhibits. This permit may be revoked by the issuing authority if at any time the permitted moves and its use violate any parts of this permit. The issuing authority, the Department and their duly appointed agents and employees shall be held harmless against any action for personal Injury or property damage sustained by reason of the exercise of the permit. Location: Old highway 82 75-100 feet west of Eagle Garfield County Line, also known as 17792 Old HWY 82. Access to Provide Service to: Single -Family Detached Housing 1 Each 100.00 Other terms and conditions: * See Attached Pages 2 and 3 and Other Enclosures for Additional Terms and Conditions. MUNICIPALITY OR COUNTY APPROVAL Required only when the appropriate local authority retains issuing authority. By (x) Date The Upon the signing of this permit the permittee agrees to the terms and conditions and referenced attachments contained herein. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from Initiation. The permitted access shall be completed in accordance with the terms and conditions of the permit prior to being used. The permittee shall notify Mike Moore with the Colorado Department of Transportation in El Jebel Mtc Sam at 970- 927-3137 at least 48 hours prior to commencing construction within the State Highway right-of-way. The person signing as the permittee must be the owner or legal representative of the property served by the permitted access and have full authority to accept the permit and b tering and conditions. Permittee� (xjfit+--- Date i' /r/ 3 .0.1.06(� 4f This permit is not valid until signed by a duly authorized representative of the Department. COLORADO DEPARTMENT OF TRANSPORTATION By Date (of ifrsue /3 z �' Title Access Manager Required: tRsyion 3.Ststf Access Section Maks copies as necessary for: Local Authority inspector MICE Patrol Traffic Engineer II !atoms COOT Form 0101 81$8 2T-4" Wide Ribbon Footing Foundation Plan Unit Dirnerasion r Unit frames to be supported within 1 S" of unit ends. Ventilation are access per pe1 3' HUE) code specification4 �„ 6' Re �„ 6" Union Hne / Centerline 1 / _ Ft 0' . - Each - 18" max -H n H 8TYPicai--� n•�°ro 9' Maximum F�5 Unit Frame OP�ya\oc, 4 6'- --.- 1 2'' m a x 14" rr 15' Tic -down locotions may vary slightly -(4f)- Tie—Down Anchors for concrete slobs (5 active each long side) HUD approved frame straps between frame and and anchors Observe manufacturer's installation specifications CMU blocking between footing and unit frames Shire and level per manufacturer and HUD requirements. This foundation may not meet ail requirements to qualify as a permanent foundation. Periodic releveling may be required. 1 5' Gharle5 ,C'obinon, Pr (97Q) 493-01-78 317 5ouih Grant Avenue Fort Goll/% Colorado 80'S2l Drown by: Geoff Robinson Reviewed by: Charles Robinson Project: 00-067 Dote: May 1, 2000 File: Valley Homes 4a.AutoCAD12 Front Pl- dr' forced Concrete Slab -"rlinimum thickness rebar 24" c/c each way H1 Block door posts and union wall according to mnfr's specificotions. of Home 6" m i n `7 M950 oPePbuea� I/ OltAk/0 f-9 �5 c-�6r21 1=?Gs -/,(a) -- Non- structural Perimeter Skirt We€1 The foundation perimeter for this home should be flush with the skirt wall perimeter as drown. ,ye see page 2 for complete •:ing specifications. Revisions: It is the owners responsibility to verify the foundation dimensions match the sill plate requirements of the home ordered. Scale: As shown Design Assumptions: 90 mph — Exp 8 Wind 40 psf roof load (Snow) 40 psf occupancy Toad (Live) Concrete work to conform to oil ACI recommended practices Concrete fc = 3000 psi (min) Steel: Grade 40 (min) Footing design based on DL plus 1/2 LL on 1000 psf soil resistance. Grid Footing Foundation Plan Cavalier Town on Country D5202EM HUD — Wide Ribbon C. S. Owner: Johnson Location: Carbondale, Colorado Page General Notes —This plan assumes builder and contractors use competent methods of construction, demonstrate quality workmanship and recognize customary responsibilities within the scope of this project. --The structural design of this drawing set assumes the owner and contractor will observe the practice presented in the 1997 Uniform Building Code. —The general contractor is responsible to supply ❑ qualifed soil report if necessoy for this project. If supplied, the design will incorporate relavent information from the soil report. The soil report may contain additionol informtion thus oll contractors associated with foundation construction shall reod the soil report and incorporate soil report requirements into the construction. — Soil report: No soil report supplied Design is based on minimum soil resistance values provided under 1997 UBC Chapter 18, Table 18–I–A. Allowable soil bearing pressures: Maximum allowable pressure: 1000 psf DL + 0.5 LL Minimum allowable pressure: N/A psf DL. only Moximum lateral allowable pressure: 150 psf Lateral sliding coefficient: 0.25 —The general contractor is responsible for accuracy of all information supplied relavent to this design. Use of the drawings, such os submission of drawings to officials or physical initation of work, indicates the drawings were acceptable as drawn. — AII design work is based on information supplied by general contractor in the form of furnished plans and load information specific to this project. Design must be based on supplied information or reosoncble engineering assumptions. Non --disclosed hoods cannot be covered by design. Loads from structure shou`d be defined prior to foundation design. (Truss plans should be provided at time of design,) —Any structural changes during construction shall be clearly disclosed to the engineer as soon as possible after changes are noticed. ---The concrete components of the design are based on typical ACI code and practice. AN concrete should be placed in accordance with local practice and ACl 332R-84 design guide. If conformance to o particular concrete standard , such as ACI 318, is desired, please notify engineer. -- Reinforcement steel shall be 40 grade (min) unless noted. — Support piers, stands and some minor details may not be fully shown. — AN footings sholl have a minimum thickness of 8" unless noted. — Place footings an undisturbed soil. If footings are not at or below loca' frost depth, 30", frost heave may require periodic releveling. — Backfill in 8"--12' compacted lifts, max fill 8" below top of wall. Final grade to direct water away from structure, — Install perimeter tooter drain if specified by soil report. — Footers shall be pioced on undisturbed natural soils or opproved structural fill. — N o soil test has been provided, we recommend an open hole inspection to verify soil conditions ore consistent with the report. — If any expansive soil conditions exist, the widened footings rnoy move requiring periodic releveling of the HUD home units, All slab–on–grode systems will move some over time. If this is not acceptable, a structural floor con be designed for most conditions. — All concrete to be a minimum of 3,000 psi compressive strength at 28 days, containing Type Il cement and air entrained 5% - /-- 1%. —All dimensional lumber shall be #2 Hem–fir or better unless specified. —A Radon Mitigation System under basement slab is recommended and should be considered by the owner. Footings: Wide Ribbon Footing for HUE Reinforced concrete slob – 6" minimu #4 rebar 24" c/c each way, 3" min Two #4 rebor 3' in from each perim If MIJ2 type anchors used, odd 24" rr All footings to be placed on undisturb HUD Approved Anchor System: Tie–Down Engineering MIJ2 or MICS2 e Use approved tiedown straps between Unit Support: Support unit with CMU piers 9' max c Observe manufacturer's recomendotion Perimeter skirt wall is non–loadbecrirR No backfill against skirt wail, Slope fir 28' max Height HUD Hf - �\i Gharle5Kobinon, PE '117 5oufh Grad Amax (970949.,-0M3 !'od Gahm Gdorado 80321 Drawn by: Geoff Robinson Reviewed by: Chorles Robinson Project: 00-067 Date: May 1, 2000 File: Valley Homes 4b.AutoCAD12 Code Home thickness .,ttom and 1" rnin top cover :r edge SQ 6/6 x 10/10 WM at each anchor location. 1 soil with all organic material removed .b anchors or M12H5/8 auger anchors with tension head at top of slob. ichors and frame. Observe manufacturer's installotion requirements. c between each footing and unit frame. Support frame ends within 1.5' of ends. for door and union wall support. Provide access and ventilotion per HUD code. I grade so droinage is positive owoy frome home. 3ical Cross Section — Wide Footers it Unit HUD Horne Unit HUD minimum clearances must be observed. Design Assumptions: 80 mph — Exp 8 Wind 40 psf roof load (Snow) 40 psf occuponcy load (Live) Concrete work to conform to oll ACI recommended practices. Concete f = 3000 psi (min) Steel: Grade 40 (min) Footing design based on DL plus 0.5 LL on 1000 psi soil resistance. Scale: As shown Revisions: Footer / Foundation Wall Details Caviler Town and Country D5202EM HUD on Wide Ribbon Footings Dealer: Valley Homes, Silt, Colorado Location: Carbondale, Colorado Page 2 1I fY cl'• 7,If1-7.07,f i '" � aY rA.I,' 7'1"LC. 1.11%. 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Alb 4. 44( 1444/45(1/4. 114 51/7411/4 ANO 04 174 %l/44441/4441/4 Of 5014110.4 33. 90444578* T. scut.. *11401 87 PE5• 00 1.7 5+3111 01.14174 804441.. 104141* of 0411050 51.14 PE 11.44404 7440 *NCO. SUNG WORE PADOCULAALT 0(5444.0 AS r043.046 N. ACMm4 4!'4414 51111449.51 4104(14 Or 5414 5(1'101, 13., A 410.435 CAF 4 POO: 444(4140 F. 55.5051• W 24]].45 10.1 TO A P41.T 0.4 44 N0M11' tot -Or -44114*' O1 0.0 055114 ..3.0•1. 440. 47. 540 P3k7 ALSO flow 04 *A 0.0 CC 1(1404141. [.40x457 Lfm /0 PA0 0347180/ 01.E 0 T3102..... VW Cc Gorttito WAN, 1.4C0WP40400 +5414 .4004.(117 44011 -OT -4447 318.00 01.471 71.(471 4140710 5140 1407104851 8401T-OF.WAT 14 1341'44' 115015 FEET; 1.4311E N 31'7044' 4 354.47 Om 10 A P0.47 01 T1(• 5481(41.554047 -0 -WAY MC OF rc0.0ro. 04[1 4064/1000 4054.11711 !41.04 1404s1-Cc-44*4 s 40'31 • 4arRco .. 440110 5AM (4447414.0 1.h. 3113A 1EE0 TO 44 78140 0.1041 0' _ 411110045: S40 P.0CR 030744NMG 7.001 ACRES. VOR( 044 5E55 PPCA.PT" 01551477104 . 1072 1 ....CO 0144 514'44 I154774NN84* 5 14 7/71[4/4 M b w M Y_I;4X41/4NE7/4Co 5CCTA•43.41 441744(. 0441; eT CC AIX i.( 5174 144 10.•48x1,X , 904. O1 . 000410 0. 3144 0 COLORAl11, 540 04011.1.IOCIL 17411 4014 PM11CUL1.47 01444:04113 AS FOLLOW5. • _ . 000300443.0 4. 4Hl 3011(451 1404414801 5110 5017•08 33. A 444455.14' .f4 1154/4/4 4 14i.4C< X 4571.55' W 301.140 7(71 to A A.M.. 044 Wit 0404.{.1! 8,011-01-480 441. 01 60. STAR 000441' 4.0. 43, 540 OM ALSO DEMO 01 114. EAS7RLY JAI 01 (001(40 0444T45 7XENCE 4 00711'20' E ry 41r 50.1114 (RPr011140 01-4440 5*44(5- 441 5 x41 Of 0.010,0 COMETY 35134 F(17 010[ 1140 001 7 02,ltt 114.7. 101747 OF 808444145. 144441.( 4(4.40 SAO (4511(+75+ 411.7 0 aMr150 104471 4440 044 50446(4410 484E OF 41'0 5180E +0340.. 03 S 7520'44' 11 204-47 1-.C1; 1.(0111.4 4540'35'-40 761.14 74(1; 1.44111; X 7])01? 1.740.381(14 TO A P100 04. 74( 5015401, 81114"-011501 11149 K 4141 514014 11441*4Y 87 0793410 (041143041 41.0140.540= '• 50V14(85T0101r-00-445540E x.0444144 APC 44.144440 10 11( 041447. 1444)5,1 A 4440845 00 374470 0(S E 472 4 4 4011141/ ANDY 45_301044' C0.7.0.14C 4.044 51409 100 mO.1-013+*Y 5841 4•544''*0• 00304(141; 441.1( 60108846.0 NANO SAO 5144144001.4 44014-004010 U M 3.740111, 5 $3'4044V 737.10 FEE I' to 4 40441 434 1440 (45040 1170 01 70.r4014 101411.. 5140 PON, 44170 044' 1401114 40401 044 110.41.1041. 54141 0444445 40404.0.0 7.701. 1014 00 51455 4440 4)457 0(5141.1101 401 3• - • 100104, Of 54410 7111.0100 *4 4015 4 WA 4, 174..14014/4, 414 51/3.(4/4 AND 'S+ 1,14 441/.484/441141/4 R 1(49*04 33, 10245.00 1 50114 Soo 0X7 AIA 04401,Of X1.3 048(11. 17(044 401E M7'C LA.0.47f•O' 04570.5[0 AS 0141.1003: 1304ryE447440 AT 11414 504)04(41! C07148 Or S40 4(11104 34, 4 WAS5 CAP N MACE: 0401174 4, 45.41.91' W 753395 1(10 10 A P0.41 01 114 14(14714 47 01017 -014 -MAT 411.- Or 0.0 STATE 4404144 et 7440(7 -N 771033' 1 A101*0 00.0 .10114(44, LONE 31400 0E1/ 74.1.E 184(' O 0441 441 4(11,48111. 0444441E 104104.45 H 7210'33' w 4(041 SAO 4448,0011! 144 4.10.00 4017. 1714441 4440.0 340 ..400444814 444 N 0'34'.1 E 154.57 REI. Tr1ENGE N 1011('00" E 224.35 1147; WOO. 4 43'40'39' r 201.81 (0.11; 1.4,14(7 5 1317'14' 14 114.10 1E01 10 • 1(111 Ok 1440 44001.4047 0100-0-4040 554 4 1 CLO 5141( *8101114 474 1.4E 44441[ 40041 4r 1111004; 3447 1A445). 1,047510140 1.001 44PE1 1144 644 LESS. 44470(4144 07(61414410* 0 A .' ** CI 01 4,4110 511,4114 w .7114 4 153 7. 714 044/45(1/4, 111 5,91/41/4 004 w 114E 541/41145/4141/4 Of 505740. 13, 40444510 50304. 4440E *7 4441 0 114 5.0144 011445444 411544W. COUNTY 00 044140. 0711! 0 043.044400, 500 00444(1 4C1144 *WE 0441040.6.14 1115900(0 45 401:04051C01.043.0NG •1 14 -50611117 451 _ wTANTEN 53'5'311 11 7C45CODfft 7PEET 110 445 4P0s17O. 3043. 8� Ass CM roc -01114471411•0-001-* 1414( Of 0.0 5101( 0/1144417 I.O. *3. 5440 170.141 04.94 4101140 014 Pik (4414114 444 OF .7-001.10 (04411; 1.11419E 4/4/4140 SAM (*53,441 411E N '71733 W ALONG 540.44041HERL! *41447 -OF -DAT 14.E 44,00 21E1,, 441(44(14 1(4404149 SND 110110484.0 40* . 41'2044' E 14731 0(01 10 11414 44144 0y47 00 71011444000. 1004417 C5041415-4414 44 01751.4- 4 31744 14E1.10 A 440441 0; 711 44144111(R44 440140-.61 414.14 Or 47.9 5140. ,41014444 82: 11(44(( 1•0141 (40 500001,7 4.011-00- 447 454 .1045 IHE. 40(01 A CWv1 TO 1!47 1144" .44^4(. Pk1110 M 35.1.4 MET A:-0 A 14.144•1:49 .( 0 07151..4' 4 CPST44494 Or 33720 fLE1 (04080 MANS 5 505'10' 7. 351.73 rEE1),' MENA Lk44443 5419 50/01117 11.E S 33'30'14' M 347.30 1E41; ]`MICE 5 ^090'0('' A 13131 FEET 10 3414 1131 1110011 Jr 071141411414 7,410 010474: 4511)1X;;: 7 OC1. 4C0E5 4/0 40 01 11451, 445Y71Y 0 5[!.17101 t0. go J 0.40 47 7x1 6 .; 4 -108147.4 4' 4.474 51574400 h 9015 4 .440 1. 114 101r14.5E1/.. 411 54/5144, 4 410 14 1.1' 541/41444/444(4/* Of 51.41454 33. 7011444. 7 511•141. 8.4(4. 87 1431 0 7141 7444 4414449044 1.574X4 ((9477 01 1111145, 5707E D< 404200043 54) 001Q1. 91.010 0041 PM1ICULW.T 045040(0 .5 10 1011: C003£54'4.40 47 1.5 50)0.7.451 1101417 Or 540 5(1104 33. A 880445 CAP v4 14.47.: 14,1451 4 5511'51' *143105 .FELT 10 A 4-11.1 O4 TM 404110041 5,41'-41-'10, 1444 01 440 1144 1440ID47440. 55, 1449 15111 ALSO 54440. 0. 1,44 1.451(4.7 LN(. d 1X44050 9.0.4404 ,11411E 4,14404440 0440 14510/17 4111E H 1390'35' 44 ALONG 5.10 00154010 41041-04-14147 (84E 710.71:417 10 1.11 181E POW 01 0E0.0.0.0: 1441:0.( (04541/410 440X0' 440 06P114744.1 0011-00.840 14 Y '7104.01 9 341.45 4(E14 144414E . . 44r41C Sr':4 *01771(417 4.017 -7 -+'AY 4,1'44 x 071'44' r 04.51 FEET To A toot 04 111 SO14818(Y 1.141-0-447.441( 0 74(41 STATE W04WA. 83,1016(7 4941410400 844414 50,0 4A>41-04-4041 LINE 41404449 1441 001 00 A 14W101 0. X14 10/4141SIN45 OF4 4404040 A 201.34 400.45 ga1T74 79 (MOO 671.1 .41'24' 484 4.6741''224' 14441E R •. 100118 T14II4CE 4(4 41 433 540 001444P5Y 849414-00-WIY 4X4( 749.8 'TEFF. -' 07.71'44' 44584.071(11 5 70 A 040 14 43 M 1410 ilette7 45. 040 It•Y 441E d 49414 7741E 1175744 82 M( 11410 00X7 R ♦rtG4YMIC: 541 041464 1111 1411:144 3152 4111(5 44001 044 1755, ' I.) 1010 Of -5.9144' 815 0 C71x4C8. 1813. - 2.) 80543 fr 8640175 1'34 444415 51304E44 13 • 14.44141y •. 00.38'45' 9 14114(744 144 511174(457 101418 Or 5511401 33. • Cott 1.4455 CAP ;R 0441E A40 14( 441.145051 CORNER O1 SECT. 3J, A L6 /A 57040 14 4;•[14. - - . 3_) 1145 4'444YPT• 14 5444(11 TO NESk*YA714849. 0051RI11TI0H5. (414111,(3'5 4140 44504(.7415 01 144.000 00 AIN 4141(. .. CL(MM M'4 1(CON3(P'S C(4T441C•4E 1.473 PLAT 145 "14E0 TOA 0.3(002 144 144 Or010E 147' THE CLOW. NC4 41- 007314P 171 14444 4440 3049115 .1 _ 04141.94. ,T,,.'. , 4114 7,4( .•.�4r 111�_�._ _, A.0, 10_x. u0 15 FAT 0ECO40EO .4 44748 1. PAG4. .. 4 49(40104 40. • ' ,C4101 4043 1(9340498 sr' • 01444417 1 PRO,CCT 770. SME(; 4; • OF. A< 1� 0 JAN -11-1900 18:33 1 VALLEY HOME SALES C31,597 HWY 6 SILT, CO 81652 970-876-5900 or 5200 FAX 970-876-5206 TO: ----ax\\&\r\u6 s'?\0_Arvm.y.(?5 FROM: \,\,,‘.3ek.Q..- DATE: P.01 a sr L) - as TIME: NOTES: I c) 1 ` 1 r -TS _ o 1 1 1 ttso-- hol(g s. • SAN -11-1900 19:33 P.02 Witte R'bbo^ Fooling Founootio^ Pion C 6 N u -,t s� x ( 222/ A r at S V N tE f 0 EE 0 1 F$g it oil 44. VP r V ;;1 RA tn f R >rsSCz..Rs«r.i+ AVM arwrtwstxtitle irfotiVIM:.*Atrtrmdumwnawauwu.mm,saa,tus...ww., JAN -11-1900 18:34 E e a 2s k t Y 11 It q 1g kf Sr Iv V 11 1 1 !II la „$ i- rt 1114'3 ti AWS3 !I ! flirtIa� !itill 111 3z I itgls N .2 . Ili '1411 )11 kip 1tA u 0 Typical C-oss T2 /4, li 31 t tI atr111 L o 42,E11;1114litbyi1 !1 taltitiW111;1; ii lie 1 f ttl s-ilii d .-L vii i $E '6 ! ti f 1111; iiPs;; Scd l� 111'41421:4.-P. a 9 A 6 : lta til ivI lit+ >: l `s F 2 Ai14410d115 �- 1*`5-2 i`- � - II tsp.-- B1:11, ill ,Ilitleitzlita. Ili lyIttli ti41 lr.ij } �iK.t�' F s lItiti - tIr ill$,kt $til A, a .. Isl. 's.i t_� IT 1 =1R i 1 1 i 1 11 11 11 1 6 P.03 S ctl TOTAL P.03 C>MI' A� 6; 4ti;,10w � a 1 c.)4 O+ VI Z o' 51 7 J 111440.1. V J Q ma °- 1 ! a 1, irgG f cao 4,,, I 0 r V Ts 4I 1 off" 2 0 v U To f o Lr, w I .... a so a , ! a ci . 1 ▪ :� 7 0 vs es 4 I elf= a 51 cli • .c ;4 ea o 04 PC eia i 1.1 N ! M .9 irg GS i 2 °E ;4. PE 2r A ••' • >4 a O rg w w O dNc4p•r• It Wm OW f'N 1\ iJ tt./aJV J. 1 I'l l °MP= ism •e.s�.p wr..rr.,.r Mane. DIA Valley Pre -owned Mosses 1185 Boas Ave. silt, co 81632 BEI7Lac. DIA Valley pre•Owned Rosas 1183 Rome Ave. Silt, co 81652 10/W * 00iNaix Item Aglobe et'Aiw !a am aglam •n..nel„tftrvast • 71710110 110401t DR 1110,105,111pdluiror 4.111.015 moi` Nd -! • 1 +v. VMII •...M • • w.• we..a Mr7+rtlerumre►rweWarerM appopyiieawass efts e.. * .e istokiftelpdairarardowniralogi'iolrIt . COMM Mei A eibi edai, )*--r1— eMI i .wM "wM wraaweas iplimilipalipollobla d Se+w �wrrw4 ea fterapil PupPoloolooll TCRIW.COLIMIXIMMOLA 101dialiami rWri homr&la t 14110 Nosagsrespilstilopedowloiraomplairdeislimpra.hr w7swia.Ar.rA Mr�i 0. mid .r/44*11 oneNinimmenolleilmmeirmussohildramoisdoki otrogreimmilloars=rommismiteriap mew volo .M.rwi� emeiZw. r iwr*IMMree Mrrw..tiaeowworr Awaiemretee . wr mpoolr_ tl1w��r�rw s.Nrr�es. __1Avairrolkhodree"milloilmiiihritalsileroliwo. rrAutiimiltHIMMINsisierMMr er*rrw tiepiluaunrali ra.wew==.0 eek 'rnii�irwtrtim•eFUt;w1Mr* ��randlinumMosisoimi ,�e1�/M�AM=SpoodeMliM ▪ Mae palm ThoSuomigleioWilsoboupillgihseargilwillor rik solobo good rnr.vr +++rwosionlu+eAv e.rr. r� A70W14/ea.�tw,W�nwi.3�MwetematT e�e1ales11fN�reMwilopOtamme R3i� .Is nwaMMrfi Iii ="e +.t' w ;i. 'wr '"' ... ma mom« w►"r...r.1wilkomitioblelloollsorairoproselmlleimipie 0(4 hibsolowilallolierwiliNiewellikenbe E'd WA 'Om Thermal Zone 111 Insulation Z2 lay Window 40 Gal WWR, Ons Ext. Water Faucets V/D Cebinete Wood Cabinet Doors 2x6 Exterior Wella Steel Dour W/Stors 17 x 17 Roof Vent 3 Wirt Se 8race for ran 2 sons Jack 2 Cable Jack Iherraopayne Windows Ribbed !fetal Roof 40 lb Roof Load Dotter Appliance . RoUtetypa f'fP Residential Pkg. $Lw Rail lecsas tram for 3testi Ws11 203.00 420.00 140.00 73.00 90.00 299.00 873.00 200.00 140.00 175.00 70.00 70.00 1,080.00 1,400.00 893.00 343.00 993.00 330.00 1,393.00 2,373.00 250.00 APPRO° agrarnr & 110WEC 110N. GARFIELD COUNTY BUILDINOrpAATMEN ritID COPY G110K 1K 10 ,ITA1035 'U3/UT#1O 11r� M�� 1030 096 SW it Copcy /(3aw LLG oda' AcQ y PD, 1-01/ • i ft t Et PT( ft' 14 fl 1 iw•....i AP6-19-2000 12:43 • W 1 / I I ,1 I\VI 1 %'I K.LL I 1 n4-. WAY 14.1! r 1 V Kr ..Ii .,1I I Pi �~IyIN I til IQ: I • 1.1 • I 1 yl ci----111---1.8: I I 1 I L L C3 ;:c tt 7 0' 111 f 1 • L. I r� -1 w 4 J . K 2 Robinson Enginierin S c c ('' i 0_6•64.L. Ire (Q. 974 P.02 t run go a 1 1 I 1 I 011 11 �T flint Lind [lit; tftql !i1 a r� 4 L "1 • J L 1 r LR 1 KILLL 1 FRC .6.1 111. V l 1 V 1 I i 1 1 I 11 11 1 1 1 1 1 111 1 1 152 li te; ifil a uti ar3 iilreli e C^ h tnr iii lg 0111 e:(1114:441111:1!1114 / It-ITP11.140-1014eljii 1. ;'4fit jtIjdu;iII. e# g Y ell1111-i;fr:. % le f. Rif ; =4i 111 1181_. Yq ..81.144 ppt Ilit lite ti ifili Plirriiiitiogrif oil l!I it ..ic oil 1 1 ti t t ! III 01,1 ,54 Tt !1_,:t to, a !Oil R ?•. 2 ,inti E 441 4It!Ig; II S 11 4! 11 4itli 10 1 1: li it'r an om! _ ag li Lq-i . ;I1'VI i w R !PPM �1 rI •s a APR -19-2000 12:45 14114 ifflifiiigif %41111! ;Ate hg.it!tuti ot'T ; 2, 05t11414 4i Svc 1044414 31114414 leM 114 q3i41 1411111s1 1141 1 1 :� 4°!!; PT 1 i!ii1 14"4 i atilt f% 1.4111 5 2 S I l Robinson Engin•erin 95'' P.03 TOTAL P.04 O 0-3O T CZ46£9%G:,6T 01. a3 r10 Bad J,3'1"Hn blUdd SI :80 0E0Z-ST•-tldti • Z0'd 1x101 r,. !.81W1r9 eqEir ritHCN21) 00E2 R*-Agrn �o y r- ° o FP o cifV l M cA G 19Q •..,r VO r 13.-13. 2..d 1j4' 1 L3 t/2" 2'-1 1/4" 24--11 t/4' 1'-3 1/2* 2-4d 1/4" LL•10 YJYXR.`V 4"OOV A --HALF HITCH END B --HALF 11'-4` r I zei•d 5604!.6T 01 431 - add AB111/0 Wpdd S? :80 000x-St--eidd 4 K w JAN -11-1900 18:31 FoLndo lion Plop c 1 k • Z� V t4CJ 41 I f P.02 di Ira q in 'lb 44. y 0 a w 0 E { T H Unit Dimcns 0 E 1 tL_ MOM SKt 0110'L'rlMI'IPP4 C$ialk4f SAM IU N1MRA7P *WI w71NBA 4L1011434041iP'df1 A wrap %LeY$f 13k1.41 idtiMMM$MMora 110•0 a JAN --11-1900 10:31 If i! it e IN; il IN it -;#a'i6 IIS_ s ag " 4 E I), T1 Ithi)3 -if 04.-41 Jinx 3 % f P _ -I 10—; AO) L G fti 41/1 Wit V Ili! :I 17. 0 0 4 Typal Cross � � 3 Iq Vg's ., VI -,$$CC D'k15ori'0 Ailifilillii: !! II:Ili!' k IT1112 .4. t a Pita lilt N. I IN) IWO v iltil atii_ ,4s 4 i,iii4 gg:h 11 11)3A it #_ SII 1 ;sil ib eil xi pt II i'1= . x zfulUt9�t ilii rttf5iiitill 3is° i ( I 1 I 1 1 1 I} )1 ! I } P.03 le 12.2 8t Ip '4til� -oda AggaWlg L R� f! ; TOTAL P.03 1 C) 1- d tr~ U 0 U v U coT MANUFACTURED HOME BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Iss+sed540 ill CV ... Zoned Area Permit No 1 S( AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to zoning, location, construction and erection of the proposed structure for which this permit is granted, and further agrees that lithe above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by noticefrom the comity B aiding Inspector and IMMEDIATELY BECOMES NULL AND VOID. NA Use t�� Q AIALQ ' (. Addressal Descrl tion_ Owner Contractor ie —1 1 Footing Foundation or Blocking 10-(0 - `9 3 A . \ Rough Plumbing jZ_ (..a f Gas Piping b.-1 ., Qo A., '11i✓ ivy t L -q,2 Septic Final /40-Q a - li �. AxarL, it -170-0 Final / z---a--av A --S. Notes: o 01-04.00 40 1' 10 -fritio.rC mo-zJ9Ig$ Phone 384-5003 APPROVED Dated tOtt THIS PERMIT IS NOT TRANSFERABLE 109 8th Street County Courthouse Glenwood Springs, CO. (IF PLACED OUTSIDE, C 1 VER WITH CLEAR PLASTIC) (1. cc -E O C 30/60 i'7E (� r� f("0. ( I VS411 SUNWARD � 700 13th Avenue, S.E. • (701) 2:= NOTE: PERMIT DRAWING THESE PLANS AND SPECIFICATIONS FOR CONS BUILDING ARE NOT TO BE USED FOR ERECTION PLANS ARE FOR BUILDING DEPARTMENT PERMIT THE ANCHOR BOLT PLAN PORTION IS FOR CONST APPROVEI) Lir ro mono o allearrfoids GARFUELU COUNTYawe1�! r'. f zorsz.42,„ Ar; OD niereentoPi wilW414i tiratiltAii OW MI 'ORPORAllON Jamestown, ND 58401 2-7390 ;UCTION OF THIS JRPOSES. THESE IMPOSES ONLY. UCTION. NOTICE TO BUYER SUNWARD CORPORATION ONLY SUPPLIES BUILDING MATERIALS MANUFACTURED BY SUNWARD CORPORATION. YOUR DEALER IS INDEPENDENT AND NOT A CONTRACTOR OR AGENT OF SUNWARD CORPORATION. INSULATION, ERECTION, OVERHEAD DOORS, ETC., ARE NOT THE RESPONSIBILITY OF SUNWARD CORPORATION. 5 1/2",, 19'--8" 60'-3" OUT— Q GENERAL NOTES 1. ALL COLUMNS SHOWN S�ON ANCHOR BOLT FRAMEDAOPENINJEDETAILS REFERRTO OCA NG ANYFRAMED OPENINGS NOT SHOWN. 2, ANCHOR BOLTS AND ANY OTHER ITEMS EMBEDDED IN CONCRETE, INCLUDING ALL MASONRY FASTENERS AND ANCHORS, .ARE NOT BY BUILDING MANUFAC13. FOUNDATION DESIGN OR ANY OTHER CONCRETELMANUFACTURER__ ,BY A LOCAL ENGINEER FOR TI E OF FOUNDATION AND CONCRETE WORK). 4. BASE PLATES ARE DESIGNED ASSUMING CONCRETE HAS A MINIMUM STRENGTH OF 2500 PSI AT 28 DAYS. 5. BASE PLATE SIZES ARE 3" X 8" UNLESS NOTED. 6. KIPS E OOTIONS ARE GIVEN IN 5 1/2"..._ .16 19'-8" ANCHOR NOTE: All Base SHEETING DESCRIPTION ROOF SHEETING 26 GA. HI—RIB COLOR: RC = (GA) GALVALUM: WALL SHEETING 26 GA. HI—RIB COLOR: WC = (SB) STONE BF TRIM COLOR: TC = (CB) CINNAMON BROWN 0—OUT OF CONCRETE Bracing T C 0 An 8 L] 0 0 B llo]] A [°1 0 acing o, -o., 3OLT PLAN ,tes 0 100'-0"(U.N,) ;E 5 1/2" O --t 0 }0 0 rt� 1/2" 0 Dia= 3/4" A A SUNWARD CORPORATION BUYER: R/JOHNSON CUST : ROBERT MATT JOHNSON DESCR: 3O.0x60.0x12.0 2.0:12 SITE : CARBONDALE, CO SCALE: NONE P.O.# : G25301 DRAWN BY: MG 3-14-01 CHECK BY: LSS ENG. BY: 3-14-01 SHEET NO.: Al OF 3 Dia= 3/4" 0 0 4" EW 1 i/2" 9.. DETAIL A 1 1/2" 1 1/2" Dio= 3/4" 6" 0 0 See Plan Dia= 3/4" SW DETAIL B NOTES FOR REACTIONS 1. All loading conditions ore examined and corresponding H or V are reported. 2. Positive reactions are as shown In the opposite directions. 3. Bracing reactions are in the pione of ti - from the braced bay. The vertical reef. 4. Building reactions are based on the fall. Width (ft) - 30.0 Length (ft) = 60.0 Eove Height (ft) = 12.0 12.0 Roof Slope (rise/12 ) = 2.02.0 Dead Load psf ) = 2 Collateral Load sf ) - 0.0 Live Load (oaf = 40.0 Wind Speed (mph ) - 85.0 Wind Code = UBC 97 Exposure = C Closed/Open = C Importance = 1.00 Seismic Coeff = 0.19 Seismic Zone - 1 5. Loading conditions are: 1 DL+CO+LL 2 DL+WL1 3 DL+WR1 4 DL+CO+LL+WL2/2 5 DL+CO+LL+WR2/2 6 DL+C0+0.25LL 7 DL+LL/2+WR2+WS 8 DL+LL 2+WL2+W$ 9 DL+ 1+WS 10 DL+WP 11 DL+WL1+WS ANCHOR Qnt • 0 16 0 8 r 5. 1 1/2 1 1 /2" 4` 9" See Plan 1 1/2" DETAIL C MATERIAL SPECIFIC= CONCRETE LINE 1.PANELS: BARE GALVALUME; ASTM A792 GRADE 80, A• ~ PAINTED; ASTM A792 GRADE 80, AZ 50/55 ALL" 11/2" TRIM MATERIALS ONLY: ASTM A792 GRADE 50, STEEL LINE 2.PURLINS GIRTS AND EAVE STRUTS: ASTM A570/A607 mi 3.BUILT—UP SECTIONS: ASTM A529/A572/A570/A607 4.HOT—ROLLED SECTIONS: ASTM A36 GRADE 36 OR A?= 5.STRUCTURAL TUBE (SQUARE, RECTANGULAR. AND ROL:: - 6.BOLTS: ASTM A325 HIGH STRENGTH BOLTS WITH HEA' 'i ASTM A307 MACHINE BOLTS WITH REGULAR HEX PROJECTION ANCHOR BOLTS; ASTM A307 (NOT SUPPLIED BY 7.FASTENERS: ALL SELF—DRILLING AND SELF—TAPPING 11/2" TO ANSI STANDARD B18.6.4 AND WILL HAVE SCREWS REQUIRED FOR WEATHER TIGHTNESS WPI TBWASHERS. B.BRACING: CAOED CABLE; EHS (EXTRA HIGH STRENGTH) 7—W! CONFORMING TO ASTM A475. ROD; ASTM A36 c AND ASTM A607 GRADE 55. 9.HIGH STRENGTH BOLTS: ASTM A325 (USED WHERE SP BOLTS USED ON RIGID FRAME MOMENT CC::: CONNECTIONS AND THREADS ARE INCLUDED SHEETING NOTCH AND TURN or THE NUT METHOD IS TO BE USED IN TI CONNECTION BOLTS. SPECIAL INSPECTION C; ANCHOR BOLT PROJECTION REQUIRED AS SPECIFIED ON BUILDING Coor ..; maximum/minimum H or V and the etch. Foundation loads ore In brace with the H pointing away Is downward. 1r.g building data: BOLT SUMMARY Total Bend Len Prot (in) (in) (I) (e) in In 3/4' 17.50 2.50 3/4' 17.50 2.50 2.00 2.00 H V r'OLUMN LINE RIGID FRAME: MAXIMUM REACTIONS Column Reactions (k ) Frm Col Load Hmax V Load Hmln V Line Line Id H Vmax Id H Vmin 2 • D 5 1 2 • A 3 1 5.7 12.5 2 -4.5 -5.3 4.2 13.0 2 -4.5 -5.3 4.5 -5.3 4 -5.7 12.5 -4.2 13.0 3 4.5 -5.3 2 * Frame lines: 2 3 ENDWALL COLUMN: MAXIMUM REACTIONS Column Reactions (k ) Frm Col Load Hmox V Load Hmin V Line Line Id H Vmax Id H Vmin 4 4 4 4 0 C B A A B C 0 6 0.0 1.1 7 0.0 3.5 9 1.1 -1.4 8 1.1 6.7 9 1.1 1 0.0 6 0.0 1 0.0 6 0.0 7 0.0 9 1.1 8 1.1 9 1.1 1 0.0 6 0.0 1 0.0 - 1.7 5.6 0.4 1.1 9 0.0 -0.4 1.1 3.5 8 0.0 -2.5 - 1.4 10 -1.1 -1.3 6.7 11 1.1 -1.7 - 1.7 10 -1.1 -1.3 5.6 9 1.1 -1.7 0.4 1.1 9 0.0 -0.4 8 10 11 10 9 0.0 -1.1 1.1 -1.1 1.1 -2.5 -1.3 -1.7 -1.3 -1.7 BRACING REACTIONS, PANEL SHEAR Bracing (k ) Panel Shear Wall Col Horiz Vert Load at Id Id Reoctn Reactn Bose Angle (Ib/ft) 1 D C A 2 ,3 4 A B O 2 ,3 2.1 2.1 2.5 2.1 2.1 2.5 3.1 3.1 1.3 3.1 3.1 1.3 .TIONS 55 ALUMINUM -ZINC ALLOY COATED. NUM -ZINC ALLOY COATED. 50/55 ALUMINUM -ZINC ALLOY COATED 'ADE 55. ADE 50. /A572 GRADE 50. ): ASTM A5008 (FY - 46 KSI). HEX BOLT HEADS. 7/LT HEADS. BUILDING MANUFACTURER). -[T METAL SCREWS WILL CONFORM ?E 'A' OR TYPE "AB" THREADS. :L EQUIPPED WITH METAL AND EPDM GALVANIZED STEEL STRAND .DE 36. ANGLES; ASTM A36 GRADE 36 iFIED ON DRAWINGS). ASTM A325 :iiONS ARE DESIGNED AS BEARING TYPE THE SHEAR PLANE. ITENING THE HIGH STRENGTH MOMENT iHE TIGHTENING OF THESE BOLTS IS A A Q SUNWARD CORPORATION BUYER: R/JOHNSON CUST : ROBERT MATT JOHNSON DESCR: 30.0x60.0x12.0 2.0:12 SITE : CARBONDALE, CO SCALE: NONE P.O.# : G25301 DRAWN BY: MG CHECK BY: ENG. BY: 3-14-01 LSS 3-14-01 SHEET NO.: A2 OF 3 0TP THIS PAGE SHOWS DETAILS OF ALL AVAILABLE OPENING KITS. CHECK YOUR VERIFICATION AND USE ONLY THE APPLICABLE DETAILS. ** GENERAL N O + a * ENDWALL ANCHOR BOLT LAYOUT FOR 14' WIDE FIELD LOCATED OVERHEAD DOOR FRAMED OPENING KIT WHEN ENDWALL COLUMN CENTER SPACING IS 14'-0". 1- 0 z W w z z w 0 0 0 LyO J < J wz0�J Ln Q OD 1÷ A [÷10R1+1' v V O p F-:1 OR I-7:1 L°]A O 0 I. * ENDWALL ANCHOR BOLT LAYOUT FOR 18' WIDE FIELD LOCATED OVERHEAD DOOR FRAMED OPENING KIT WHEN ENDWALL COLUMN IS CENTER SPACING IS 18'-6". 0 Zo W ,1 0 0 cD INCREMENTS W W SIDEWALL OR ENDWALL FIELD LOCATED OVERHEAD DOOR FRAMED OPENING KIT WHEN JAMB IS NOT USED AS ENDWALL COLUMN. X o z O w o d 0 4'a" 0 TYP ANCHOR BOLTS ARE INCLUDED ON A2 OF 3 BOLT SCHEDULE. DETAIL U ccN oz O w a 0 J, 1 % 0 (TYP) a ANCHOR BOLTS ARE INCLUDED 0 oOR O O Lei ON A2 OF 3 BOLT SCHEDULE. DETAIL V z OZ ow n 0- 0 J J 0 z W 1/2" 0 (TP) ANCHOR BOLTS DETAIL W FRAMED OPENING DETAILS ** WINDOW ANCHOR BOLT DETAIL 1) FIELD LOCATED BY OWNER. WALKDOOR ANCHOR BOLT DETAIL 2) USE 1/2" 0 x 3-3/4" EXPANDED ANCHORS OR EQUAL, MINIMUM EMBEDMENT 2-1/4". WIDTH + 3" DETAIL Y 1) WHEN FIELD LOCATING WALKDOOR DO SO IN ONE FOOT INCREMENTS STARTING AT STEEL LINE. EXAMPLE: 1'-8172", 2'--81h", 3'-81/2", ETC. 2) USE 1/2" 0 x 3-3/4" EXPANDED ANCHORS OR EQUAL, MINIMUM EMBEDMENT 2-1 /4". FRAMED OPENING WIDTH 3'-4" 4'-4" 6'-4" DOOR SIZE 3068 OR 3070 4070 6070 l X Y 3'-1 1/2" 4'-1 1 /2" 3'-7" 4'-7" 6'-1 1/2" 6'-7" SEE NOTE #.,1 2374" X Y 2374" DETAIL Z ANCHOR BOLT B A c MIN. "MI NUT ANCHOR BOLT SCHEDULE DETAIL DIA. LEN. A B C PROJ. 4 ANCHORS REQUIRED PER OVERHEAD FRAMED OPENING KIT WHEN JAMB IS NOT USED AS EW COLUMN. W 172., 111/„ 10" 1172„ 11" 4 EXPANDED ANCHORS REQUIRED PER WALKDOOR AND/OR WINDOW FRAMED OPENING KIT. 0 X,Y,Z I 172" I 3%" f EXPANDED ANCHOR OR EQUAL SUNWARD CORPORATION BUYER: R/JOHNSON CUST : ROBERT MATT JOHNSON DESCR: 30.0x60.Ox12.0 SITE : CARBONDALE, CO SCALE: NONE P.O.# : G25301 2.0:12 DRAWN BY: MG 3-14-01 CHECK BY: LSS ENG. BY: 3-14-01 SHEET NO.: A3 OF 3 0 4" 19'-8" 60'--0" OUT—TO—OUT OF STEEL 20'—O" E-1 G-3 4 -PBA -10 (see note) BA -15 E-2 EC -4 GIRT LAPS RF1-1 3" +3" ELEVATION AT: LINE A ETS-1O. ETS-14 0 N T 0 0 .61 N 0 0 CV BT -10, BT -14 ELEVATION AT: LINE A LEG RF— RIGID FRAME CL— SPECIAL CLIP F.S. FAR SIDE P-- PURLIN EC— ENDWALL COLUMN FTC— FRAMING CLOSURE N.S. NEAR SIDE E— EAVE STRUT ER— ENDWALL RAFTER T— TRIM O.C. ON CENTER FC— FRAMING CLIP DJ— DOOR JAMB TR— SPECIAL TRIM q_ STEEL LINE FB— FLANGE BRACE DH— DOOR HEADER AL— ANGLE A.S. AS SHOWN CL CENTER LINE G— GIRT A— SPECIAL ANGLE O.H. OPPOSITE HAND N.A. NOT APPLICABLE 3" +3» 1 TYP. U.N. CB— TYPICAL UNLESS NOTED CROSS BRACE I 0 MEMBER TABLE LINE A MARK PART LENGTH E-1 E-2 E— 3 G— 3 G-4 CB— 4 8C16 8C16 8C16 9Z16 9Z16 5/16" Dia. 19'-10 1/2" 19'-11 1/2" 19'-10 1/2" 20'-2" 20'--6" 21'-0" CONNECTION PLATES FRAME LINE A ID 1 2 3 4 MARK/PART FC -175 FC -70 FC -68 ESA -1 n GENERAL NOTES: At framed openings the sheeting is field cut as required. PBA -10 NOTE: (if shown on drawings) PBA -10 is located as shown, one row is at midpoint of bay, two rows are at 1/3 points of bay, three rows are at 1/4 points of bay. z\ A SUNWARD CORPORATION BUYER: R/JOHNSON CUST : ROBERT MATT JOHNSON DESCR: 30.0x60.Ox12.0 SITE : CARBONDALE. CO SCALE: NONE P.O.# : 025301 DRAWN BY: MG 2.0:12 CHECK BY: 3-14-01 ENG. BY: �---� SHEET NO.: El OF 6 bb 1 N 1 N O 1 r,1N1 O 1 O 1 r ` 01 IN e 1 CY 1 TYP. U.N. CB— TYPICAL UNLESS NOTED CROSS BRACE I 0 MEMBER TABLE LINE A MARK PART LENGTH E-1 E-2 E— 3 G— 3 G-4 CB— 4 8C16 8C16 8C16 9Z16 9Z16 5/16" Dia. 19'-10 1/2" 19'-11 1/2" 19'-10 1/2" 20'-2" 20'--6" 21'-0" CONNECTION PLATES FRAME LINE A ID 1 2 3 4 MARK/PART FC -175 FC -70 FC -68 ESA -1 n GENERAL NOTES: At framed openings the sheeting is field cut as required. PBA -10 NOTE: (if shown on drawings) PBA -10 is located as shown, one row is at midpoint of bay, two rows are at 1/3 points of bay, three rows are at 1/4 points of bay. z\ A SUNWARD CORPORATION BUYER: R/JOHNSON CUST : ROBERT MATT JOHNSON DESCR: 30.0x60.Ox12.0 SITE : CARBONDALE. CO SCALE: NONE P.O.# : 025301 DRAWN BY: MG 2.0:12 CHECK BY: 3-14-01 ENG. BY: �---� SHEET NO.: El OF 6 4" 60'-0" OUT—TO—OUT OF STEEL 19'-8" E-1 � I f 1 I I 1 I G-3 I 4'.1BA-10 (see note) BA -15 20'-0" E— 2 EC -4 GIRT LAPS I RF1-1 3+3" ELEVATION AT: LINE D ETS-10 ETS-14 L O I IN R O 1 IN 1- ■ O 1 N Z O 1 IN i 0 1 N ! O 1 (V R O 1 ! O 1 ''NN ! 0 1 Q O 1 F O 1 ! O I (V BT --10, BT -14 ELEVATION AT: LINE D 19'-8" 0 4" 3" +3" O r t O - R O -- II O N Q k - I N R O - A MEMBER TABLE LINE D MARK E-1 E-2 E--3 G-3 G-4 CB -4 PART 8C16 8016 8C16 9216 9216 5/16" Dia. LENGTH 19'-10 1/2" 19'-11 1/2" 19'-10 1/2" 20'-2" 20'-6" 21'-0" CONNECTION PLATES FRAME LINE D 6 ID 1 2 3 4 MARK/PART FC -175 FC -70 FC -68 ESA -1 GENERAL NOTES: At framed openings the sheeting is field cut as required. PBA -10 NOTE: (if shown on drawings) PBA -10 is located as shown, one row is at midpoint of bay, two rows are at 1/3 points of bay, three rows are at 1/4 points of bay. SUNWARD CORPORATION BUYER: R/JOHNSON COST ROBERT MATT JOHNSON DESCR: 30.0x60,0x12.0 SITE : CARBONDALE, CO SCALE: NONE P.O.; : G25301 2.0:12 DRAWN BY: MG CHECK BY: 3-14-01 ENG. BY: SHEET NO,: E2 OF 6 12 9" 30'-0" OUT—TO—OUT OF STEEL T-3" 14'-0" EC -1 ECS 0 G-2 BA -10 (see note) E C— 2 EJ EC -3 ELEVATION AT: LINE 1 PBC -1 PBS -1 GTS -10 0 r7 0 GTS70 BT -10 ELEVATION AT: LINE 1 EC— 4 A A MEMBER TABLE LINE 1 MARK PART LENGTH EC -1 8C16 10'-7" EC -2 8C14 11'---9 1/2" EC -3 8C14 11'-9 1/2" EC -4 8C16 10'-7" ER -1 W08532 15'-2 1/2" G-1 9Z16 6'-8 1/2" G-2 9Z16 13'-11 1/2" CB -1 5/16" Dia. 8'-2" CB -2 5/16" Dia. 6'-8" CB -3 5/16" Dia. 6'-2" CONNECTION PLATES FRAME LINE: 1 o ID 1 2 3 4 5 6 7 8 9 10 11 MARK/PART FC -50 FC -58 FC -57 FC -175 FC— 6 FC -5 FC -26 FC -113 FC -191 FC -158 FC -157 GENERAL N❑TES: At framed openings and greater than 1:12 roof pitch the sheeting is field cut as required. PBA -10 NOTE: (if shown on drawings) PBA -10 is located as shown, one row is at midpoint of bay, two rows are at 1/3 points of bay, three rows are at 1/4 points of bay. SUNWARD CORPORATION BUYER: R/JOHNSON DRAWN BY: MG CUST : ROBERT MATT JOHNSON DESCR: 30.0x60.Ox12.0 SITE : CARBONDALE, CO SCALE: NONE P.O.# : G25301 2.0:12 CHECK BY: ENG. BY: 3-14-01 SHEET NO.: E3 OF 6 1 Q2" 12 r 30'--0" OUT—TO—OUT OF STEEL 7,-3" 14'-0" BA -15 r r] G-2 PE3A-10 (see 171 note) Oro EC -2 EC -- ELEVATION AT: LINE 4 t0 tD r GTs_ BT -10 ELEVATION AT: LINE 4 0 i7 EC -4 acs-1i� O A n MEMBER TABLE LINE 4 MARK PART EC -1 EC -2 EC -3 EC— 4 ER -1 G-1 G-2 CB -1 CB -2 CB -3 8C16 8C14 8C14 8C16 W08532 9216 9116 5/16" Dia. 5/16" Dia. 5116" Dia. LENGTH 10'-7" 11'-9 1/2" 11'-9 1/2" 10'-7" 15'-2 1/2" 6'-8 1/2" 13'-11 1/2" 8'-2" 6'-8" 6'--2" CONNECTION PLATES FRAME LINE: 4 0 ID 2 3 4 5 6 7 8 9 10 11 MARK/PART FC -50 FC -58 FC -57 FC -175 FC -6 FC— 5 FC -26 FC -113 FC -191 FC -158 FC -157 GENERAL NOTES: At framed openings and greater than 1:12 roof pitch the sheeting is field cut as required. PBA -10 NOTE: (if shown on drawings) PBA -10 is located as shown, one row is at midpoint of bay, two rows are at 1/3 points of bay, three rows are of 1/4 points of bay. SUNWARD CORPORATION BUYER: R/JOHNSON CUST : ROBERT MATT JOHNSON DESCR: 30.0x60.Ox12.0 SITE : CARBONDALE. CO SCALE: NONE P.0.' : G25301 DRAWN BY: MG 2.0:12 CHECK BY: 3-14-01 ENG. BY: SHEET NO.: E4 OF 6 4" 19'-8" 60'-0" OUT -TO -OUT OF STFFI PURLIN LAP E-3 P-1(Typ) P-1(Typ) E-1 RF1-1 2O'--0" RF1-1 2.-0"I 12'_O" E-2 ROOF FRAMING PLAN RF1-1 P-1(Typ) 1 RF1-2 ER -1 RF1-2 P-1(Typ) L J 4" ER -1 u' RF1-1 2'-0"1 2'-0" J E-3 PBA -10 (see note) (TYP.) ROOF MEMBER TABLE MARK PART P-1 P-2 E-1 E-2 E— 3 CB -5 CB -6 9Z15 9215 8C16 8C16 8C16 5/16" Dia. 5/16" Dia. LENGTH 21'-11" 24'-0" 19'-10 1/2" 19'-11 1/2" 19'-10 1/2" 20'-2" 19'-0" When Galvolume (GA) and Galvanized (GV) materials come In contoct with one another a surface coating reaction could occur over a period of time; due to condensation or high humidity conditions. Building monufacturer is not responsible for moterlal damage caused by this reaction. To prevent this reaction use: felt. sealant, or insulation In—between surfaces to ovoid direct contact. Felt, sealant, or Insulation not by building monufacturer. STUB PURLIN NOTES: 1) Stub purlfn as required on roof pion. 2) FC -27 with 6 1/2" purlins. 3) FC -28 with 9" purlins. 4)) See section Al, A2. A3, or A9. 5 Locate stub purlfn under roof puriin. A A ROOF PBA -10 NOTES: If shown on drawings PBA -10 is located as shown. One row is of midpoint of boy, two rows are at 1/3 points of boy, three rows are at 1/4 points of bay. If boy width Is between 12'-0" and 19'-0" then PBA -10 runs between the eave strut and first purlfn only. SUNWARD CORPORATION BUYER: R/JOHNSON CUST : ROBERT MATT JOHNSON DESCR: 30.0x6 0.0x12.0 SITE : CARBONDALE, CO SCALE: NONE P.O.# : 025301 2.0:12 DRAWN BY: MG CHECK BY: 3-14-01 ENG. BY: SHEET NO.: E5 OF 6 SPLICE PLATES & BOLTS Splice Mark Sp— 1 Sp— 2 Top Of Plate Qnt Typ Dia Len 4 A325 0.750 2.00 4 A325 0.750 2.00 Bottom Of Plate Plate Size Qnt Typ Dia Len Wid Thick Length 4 A325 0.750 2.00 5" 1/2" 1'-6 1/2" 4 A325 0.750 2.00 5" 1/2" 1'-6 3/8" 'FLANGE BRACES: Both Sides(U.N.) FBxx: xx=rength(in) ,Z:12" 20 4 1/2" 26 Go. 1-iy_Rib Roof Sheeting SP® 4'-9 1 2- FB —2 7/16" 26 30'--0" OUT FRAME CRO FOR FRA: PIECE RF1-1 WEB DEPTH RFI -2 START/END 8.0/12.8 12.8/14.0 14.0/14.0 12.0/12.0 12.0/12.0 MEMBER SIZE TABLE (in) OUTSIDE FLANGE WxTxLEN WEB PLATE THICK 0.112 0.112 0.179 0.179 0.112 LENGTH 98.7 24.0 15.2 99.5 60.0 5x3/16"x135.5 5 x 3/8" x 14.3 5 x 3/16" x 157.4 SP0 20 " 4 1/2" 12 fl 1 1/8" once to flange +/— i0—OUT OF STEEL ;S SECTION LINE 2 3 INSIDE FLANGE WxTxLEN 5x1/4" x 122.8 5 x 1/4" x 99.5 5 x 3116" x 58.0 0 SUNWARD CORPORATION BUYER: R/JOHNSON CUST : ROBERT MATT JOHNSON DESCR: 30.0x6 0.0x12.0 SITE : CARBONDALE, CO SCALE: NONE P.0.# : 025301 2.0:12 DRAWN BY: MG CHECK BY: 3-14-01 ENG. BY: }� SHEET NO.: E6 OF 6 #12 x 1 1/4" S.D.S.-7 (GA) SHEETING ANGLE (SA-10/SA-15) 11 ENDWALL RAFTER PURLIN • • ff STUB PURLIN (LOCATED UNDER ROOF PURLIN) SEE ROOF PLAN FOR PART NUMBER AND IF REQ'D. PURLIN TO ENDWALL RAFTER DETAIL A3 N SEE ELEV. FOR COLUMN OLUMN ORIENTATION) CLIP FC -50 16" 0 x 11,x" A325 BOLTS 1if ENDWALL ENDWALL COLUMN BASE DETAIL El CLIP FOR SINGLE C RAF IF UNLESS NOTED ON ELEVA� FC -165 OR FC -6 W PURLIN (F.S�6ONLY CABLE SLOT w /(4) 1 /2"O x 1 1 /4" A325 BOLTS. 1/4" CLIP: FC -58 I ORI:ORL ENDWALL RAh CLIP: FC -57 (( 1 " A-325 BOLTS44 ENDWALL COLUMN ENDWALL COLUMN TO ENDWALL RAFTER ENDWALL RAFTER PURLIN MN/ D (8) ih.' 0 x 1 1/2" A325 BOLTS PEAK DETAIL WITHOUT CENTER COLUMN F1: BUILT-UP COLUMN MEMBER ID, FORMAT IS WAABCD WHERE: W = WELDED MEMBER TYPE AA = MEMBER DEPTH IN INCHES B = FLANGE WIDTH IN INCHES, 5=5", 6=6", 8=8", 0=10", 2=12" C = FLANGE THICKNESS IN 1/16 INCH UNITS, 3=346", 4-1/4", 6-33", 8=1e, 0=%", 2=3/4" D = WEB THICKNESS IN 1/16 INCH UNITS, 2=.112, 3=.179, 4=.250, 5=.3125, 6=.375 GENERAL 1) ALL BOLTS TO BE 1/1" 2) VIEW IS FROM OUTSIC 3) ALL DIMENSIONS ARE 4) ® MATCH SHOP MAR 5) ATTACH CABLE GRIP ; FC -186 BEFORE INSTP SEE DETAIL Q8). 6) SEE FRAME CROSS SE( AND GIRT ORIENTATIC ONS ER NOTE: 61/2" GIRTS MUST BE LOCATED UNDER CLIPS. CLIP (SEE ELEVATION) ENDWALL COLUMN CLIP (SEE ELEVATION) 616"Z ENDWALL GIRTS SHOWN GIRT TO ENDWALL COLUMN DETAIL 01 SEE ROOF FRAMING PLAN PURLIN - 1Ae"0 x 11/4 A325 / BOLTS IF REQUIRED (SEE ROOF FRAMING PLAN FOR LOCATION.) __F CUP: IF REQUIRED FRAMING PLAN FORSEEFLOCATION.) 0 • O • 0 RIGID FRAME RAFTER (6) BOLTS WITHOUT FLANGE BRACE. (12) BOLTS WITH FLANGE BRACE. (10) BOLTS WITH FLANGE BRACE 0 LAP. THIS CONNECTION f POINT MAY BE 0 LAP BOLT. FLANGE BRACE AS REQUIRED (SEE FRAME CROSS SECTION) PURLIN OVERLAP G1 NOTE: 61/2" GIRTS MUST BE LOCATED UNDER CLIPS. 9" 2" W/ 61h" Z 3" W/9" Z CLIP (SEE ELEVATION) CLIP (SEE ELEVATION) 61f Z ENDWALL GIRT SHOWN I I 0 0 ENDWALL COLUMN 9" Z SIDEWALL GIRT SHOWN SHEETING CLIP (SEE ELEVATION) GIRT TO ENDWALL COLUMN DETAIL CO CORNER D1 RIGID FRAME COLUMN FLANGE BRACE AS REQUIRED (SEE FRAME CROSS SECTION) (2) BOLTS WITHOUT FLANGE BRACE (6) BOLTS WITH FLANGE BRACE. GIRT OVERLAP 3 PUNCH 6 PUNCH S.W. GIRT \IMES: X 11/4" A-307 (U.N.) OF BUILDING (U.N.) /- D SIDEWALL CABLE TO INC CLIP (IF REQUIRED ION FOR PURLIN H1 SUNWARD CORPORATION BUYER:R/JOHNSON CUST : ROBERT MATT JOHNSON DESCR: 30.0x60.Ox12.0 SITE : CARBONDALE, CO SCALE: NONE P.O.' : G25301 DRAWN BY: MG 2.0:12 CHECK BY: ENG. BY: 3-14-01 SHEET NO.: 01 OF 2 2" W/ 61/1" Z PURLINS 4" W/ 9" Z PURLINS EAVE STRUT PURLIN CLIP: (SEE ELEVATION) j� (SPECIAL BOLTS �I MAY BE REQUIDED �I SEE ROOF FRAMING L n 9" ENDWALL COLUMN WALL SHEET #12 x 11/4" S.D.S. INSIDE CLOSURE 111/e ENDWALL RAFTER (6) 16" 0 x 11/4" A325 BOLTS CLIP FC -58 CLIP FC -57 r—ENDWALL COLUMN TO ENDWALL RAFTER ©CORNER BASE TRIM FOUNDATION (BY OTHERS) 1 BASE ANGLE (BA-10/BA-15) USE POWER DRIVEN FASTENERS SUCH AS RAMSET (OR EQUAL) .140 0 STRAIGHT SHANK w/ 11/2" PENETRATION AND MIN. ALLOWABLE SHEAR OF 220# (2'-0" 0.C.)(BY OTHERS) BASE TRIM SECTION 1 19 #12x11/4" S.D.S. (GA) SEE FRAME CROSS SECTION FOR CONNECTION ESA -1 EAVE STRUT RIGID FRAME RAFTER 5"W/61/2"z GIRT 71/2" W/ 9" Z GIRT CLIP FC -68 (SPECIAL BOLTS MAY E REQUIRED SEE ROOF FRAMING PLAN) RIGID FRAME COLUMN EAVE STRUT TO RIGID FRAME 2" PURLIN ti 111/4" CLIP: FC -158 r ' [ ENDWALL RAF I CLIP: FC -157 4 BOL 1 A-325 TS/4" ENDWALL COLUMN T1 ENDWALL COLUMN TO ENDWALL RAFTER B4 BUILT-UP COLUMN MEMBER ID, FORMAT IS WAABCD WHERE: W = WELDED MEMBER TYPE AA = MEMBER DEPTH IN INCHES B = FLANGE WIDTH IN INCHES, 5=5", 6=6", 8=8", 0=10", 2=12" C = FLANGE THICKNESS IN 1/16 INCH UNITS, 3=3/16", 4=144", 6=%,, 8=1/2", 0=%,, 2=3/4„ D = WEB THICKNESS IN 1/16 INCH UNITS, 2=.112, 3=.179, 4=.250, 5=.3125, 6=.375 GENERAL 1) ALL BOLTS TO BE 1/1" 2) VIEW IS FROM OUTSID 3) ALL DIMENSIONS ARE 4) ® MATCH SHOP MAR. 5) ATTACH CABLE GRIP A FC -186 BEFORE INSTA SEE DETAIL Q8). 6) SEE FRAME CROSS SEC AND GIRT ORIENTATION BACK-UP PLATE OR CLIP (AS LABELED ON FRAMING ELEV. AND PLANS.) OR O I` R _I I I 1 WELDED FRAME SHOWN BRACE EYE CABLE GRIP CABLE BRACING AT WELDED MEMBER OR ENDWALL C OR DOUBLE C SECTION Q1 ▪ I OR J I OR WELDED FRAME SHOWN HILLSIDE WASHER-. FLAT WASHER - NUT BACK-UP PLATE OR CLIP (AS LABELED ON FRAMING ELEV. AND PLANS) -� BRACING AT WELDED MEMBER OR ENDWALL C OR DOUBLE C SECTION CABLE GRIP EYE BOLT ENDWALL COLUMN COLUMN ORIENOTATION) 1v2:' CLIP FC -159 (4) 1/2„ 0 x 11/2" A325 BOLTS ENDWALL ENDWALL COLUMN BASE DETAIL L 1 E4 Q2 JOTES: X 11/4' A-307 (U.N.) OF BUILDING (U.N.) /- D SIDEWALL CABLE TO ING CLIP (IF REQUIRED ION FOR PURLIN A A SUNWARD CORPORATION BUYER:R/JOHNSON CUST : ROBERT MATT JOHNSON D E SC R: 30.0x6 0.0x12.0 SITE : CARBONDALE, CO SCALE: NONE P.O.# : G25301 DRAWN BY: MG 2.0:12 CHECK BY: ENG. BY: 3-14-01 SHEET NO.: G2 OF 2 INSIDE CLOSURE EAVE TRIM S.T.S. (1/40" O.C.) #12 x 1 1/4" S.D.S. worArANOM 111 I� EAVE TRIM SECTION GABLE ROOF SHEET #12 x 1 1/4" S.D.S. OUTSIDE CLOSURE EAVE STRUT WALL SHEET GABLE END CAP ENDWALL SHEET PEAK BLDG. CORNER DET. ROOF SHEET EAVE TRIM SIDEWALL SHEET CORNER TRIM SHEETING ANGLE (SA-10/SA-15) GABLE TRIM OUTSIDE CLOSURE #12 x 3/4" S.T.S. (1'-0" O.C.) 1 GABLE TRIM SECTION 12 x 3/4" S.T.S. 1,-6" O.C.) TAPE MASTIC ROOF SHEET #12 x 1 1/4" S.D.S. WALL SHEET RIDGE CAP PEAK BOX CAP PEAK BOX GABLE TRIM 4 PEAK BOX GABLE TRIM ROOF SHEET EAVE TRIM u GABLE END CAP jtt ENDWALL SHEET CORNER TRIM GUTTER GUTTER END CAP SIDEWALL SHEET CORNER TRIM DETAIL W/ GUTTER #12 x 3/4" S.T.S. GUTTER STRAP (3'-0" O.C.) }-1- 1 INSIDE CLOSURE #12 x 1 1/4" S.D.S. ROOF SHEET GUTTER EAVE TRIM #12 x 3/4" S.T.S. (1'-0" O.C.) SEALER - UNDER GUTTER STRAP (BY OTHERS.) #12 x 1 1/4" S.D.S. OUTSIDE CLOSURE EAVE STRUT WALL SHEET 7 GUTTER SYSTEM SECTION ENDWALL SHEET CORNER TRIM TEEL LINE 12 x 3/4" S.T.S. 1'-6" O.C.) wW �z SIDEWALL SHEET CORNER TRIM SECTION 3 REF. "A" CABLE 0 546" EYE BOLT "A" DIM. "B" DIM. "C DIM" %" 4/4„ 11" 11" 6" 7„ 3 1" 416" 14" 9" N /A FLAT WASHER HILLSIDE WASHER EYE BOLT CABLE CABLE GRIP CABLE os \ice 0-00 WELDED CLIP OR FC -186 (IN PLACE OF BRACE EYE) BRACE EYE NIP ��� �zz4.1-r 1 NUT 1. A DIM CROSSOVER CROSSOVER MARK MARK SEE SHIPPING LIST FOR CABLE LENGTH B DIM LENGTH = FIELD MEASUREMENT 6 CABLE BRACING ASSEMBLY GENERAL NOTES: 1) ALL BOLTS TO BE 1/2" 0 x 1 1/4" A-307 (U.N) 2) VIEW IS FROM OUTSIDE OF BUILDING (U.N) 3) ALL DIMENSIONS ARE +/- 4) ® MATCH SHOP MARK. 5) SEE FRAME CROSS SECTION FOR PURLIN AND GIRT ORIENTATION. 6) SOME DETAILS THAT ARE SHOWN MAY NOT APPLY TO YOUR BUILDING. REFER TO YOUR VERIFICATION FOR THE OPTIONS THAT ARE INCLUDED. A A A SUNWARD CORPORATION BUYER: R/JOHNSON CUST : ROBERT MATT JOHNSON DESCR: 30.Ox60.Ox12.0 SITE : CARBONDALE. CO SCALE: NONE P.O.# : G25301 2.0:12 DRAWN BY: MG CHECK BY: ENG. BY: 3-14--01 SHEET NO.: K1 OF 6 *NOTE: ONLY REQUIRED IF INCLUDED IN KIT. FIELD CUT GIRTS, LOCATE AND DRILL 46" 0 HOLES AS REQUIRED FOR OVERHEAD DOOR FRAMED OPENING KITS. (FLANGE BRACING CAN NOT BE REMOVED AT SIDEWALL FOR O.H. FRAMED OPENING.) DOOR JAMB TO EAVE STRUT 12 x 1 1/4" S.D.S. — i'-6" O.C.) DOOR JAMB -- WALL SHEET 12x4"S.T.S. (V-6" O.C.) JAMB TRIM DOOR JAMB TRIM (6") 9" Z SIDEWALL GI CLIP FC -4 DOOR JAMB 0x1"A307 BUTTON HEAD BOLTS FIELD DRILL 946" 1 eft" L314" j T OLESQ IR D. FOR BASE F GIRT TO DOOR JAMB —DOOR JAMB CLIP: FC -219 DOOR JAM W / 6 "0 ANCHOR BOLT BUTTON HEAD BOLTS SIDEWALL DOOR OPENING DOOR JAMB BASE 12 x 1 1/4" S.D.S. 1'-6" O.C.) DOOR JAMB WALL SHEET �12 x3/4" S.T.S. 1'-6" O.C.) JAMB TRIM DOOR JAMB TRIM (1'-0") 11 DOOR JAMB CLIP FC -4 9"Z SIDEWALL GIRT CLIP FC -7 11.31/4'J L11 " 9"Z SIDEWALL GIRT 1/q" 16"0x1"A307 BUTTON HEAD BOLTS CLIP: FC -222 HEADER DOOR JAMB GIRTS TO DOOR JAMB 3 DOOR HEADER TO DOOR JAMB EAVE STRUT CLIP: FC -136 DOOR JAMB CLIP: FC -136 DOOR JAMB TO EAVE STRUT 6 6'6" SAVE STRUT / CLIP: FC -140 ANGLE: AL -8 IP CLIP: FC -140 4 PURLIN FIELD LOCATE & DRILL 9A6"0 HOLES CLIP: FC -136 3" APART. (N.S. & F.S.) CENTERLINE OF BOLTS = FACE DOOR JAMB OF JAMB.) BACK BRACE SECTION HEADER #12 x 1 1/4" S.D.S. (l'-6" O.C.) HEADER TRIM WALL SHEET #12 x 1 1/4" S.D.S. INSIDE CLOSURE FRAMING CLOSURE DOOR HEADER TRIM 10 7 GENERAL NOTES: 1) ALL BOLTS TO BE 1/2" 0 x 1 1/4" A-307 (U.N.). 2) VIEW IS FROM OUTSIDE OF BUILDING (U.N.). 3) ALL DIMENSIONS ARE +/-. 4) ® MATCH SHOP MARK. 5) SEE FRAME CROSS SECTION FOR PURLIN AND GIRT ORIENTATION. 6) SOME DETAILS THAT ARE SHOWN MAY NOT APPLY TO YOUR BUILDING. REFER TO YOUR VERIFICATION FOR THE OPTIONS THAT ARE INCLUDED. A 0 SUNWARD CORPORATION BUYER:R/JOHNSON CUST : ROBERT MATT JOHNSON DESCR:30.0x60.0x12.0 2.0:12 SITE : CARBONDALE. CO SCALE: NONE PA. : G25301 DRAWN BY: MG CHECK BY: ENG. BY: 3-14-01 SHEET NO.: K2 OF 6 FIELD CUT GIRTS, LOCATE AND DRILL 9A 6" 0 HOLES AS REQUIRED FOR OVERHEAD DOOR FRAMED OPENING KITS. FOR DOOR JAMB SEE DETAIL 5 NOTE: FOR ENDWALL COLUMN USED AS DOOR JAMB SEE ENDWALL DETAIL. CLIP FC -4 DOOR JAMB CLIP FC --7 3" W/ 614 4" W/ 9,.Z 14* GIRT TO DOOR JAMB ENDWALL RAFTER 6 Y GIRTS SHOW; 1 114- IF 14- * USE FC -11Q, FC -111 AT RIGID FRAME % �- (4) BOLTS REVD IF REQUIRED DOOR JAMB TO E.W. RAFTER CLIP FC -155 * DOOR JAMB DOOR JAMB TO E.W. RAFTER #12 x 1 1/4" S.D.S. 1'-6" O.C.) DOOR JAMB WALL SHEET 12x34"S.T.S. (1'-6" O.C.) JAMB TRIM DOOR JAMB TRIM (1'-O" SHOWN) �174" DOOR JAMB �-- CLIP: FC -4 614"Z GIRT SHOWN GIRT TO DOOR JAMB 171" 0 x 1" A307 BUTTON HEAD BOLTS FIELD DRILL 9A s" 0 HOLES FOR BASE GIRT IF REQUIRED. 14" 0 x 1" A307 BUTTON HEAD BOLTS 13 DOOR HEADER TO DOOR JAMB ENDWALL COLUMN/ DOOR JAMB CLIP: FC -219 DOOR JAMB W / 14 "0 ANCHOR BOLTS CLIP: FC -220 ENDWALL COLUMN UED AS DOOR JAMB W/ 4" 0 ANCHOR BOLTS. BUTTON HEAD 30BOLTS ENDWALL DOOR OPENING DOOR JAMB BASE 10R 14" 0 x 1" A307 BUTTON HEAD BOLTS /7— CLIP: FC -216 4 HEADER WALL SHEET #12 x 1 1/4" S.D.S. INSIDE CLOSURE 12 x 1 1/4" S.D.S. FRAMING 1'-6" O.C.) CLOSURE HEADER TRIM 1 DOOR HEADER TRIM f10 DOOR HEADER TO DOOR JAMB 7 A GENERAL NOTES: 1) ALL BOLTS TO BE 1/2" 0 1 1/4" A-307 (U.N.). 2) VIEW IS FROM OUTSIDE OF BUILDING 3) ALL DIMENSIONS ARE +/—. 4) O MATCH SHOP MARK. 5) SEE FRAME CROSS SECTION FOR PURLIN AND GIRT ORIENTATION. 6) SOME DETAILS THAT ARE SHOWN MAY NOT APPLY TO YOUR BUILDING. REFER TO YOUR VERIFICATION FOR THE OPTIONS THAT ARE INCLUDED. A SUNWARD CORPORATION BUYER: R/JOHNSON GUST : ROBERT MATT JOHNSON DESCR: 30.0x60.0x12.0 SITE : CARBONDALE, CO SCALE: NONE P.0.# : G25301 DRAWN BY: MG 2.0:12 CHECK BY: ENG. BY: 3-14-01 SHEET NO.: K3 OF 6 GIRT FIELD t,OCATE AND DRILL 46" 0 HOLES AS REQUIRED (2) #12-24x1'/4" S.D.S. (GA) DOOR HEAD SUBJAMB WALKDOOR SUBJAMB TO GIRT 0 N 0 N O 0 LL 1 -- CD z 5 LL 0 O 0 -J FIELD (LOCATE AND DRILL 46" 0 HOLES GIRT AS REQUIRED SUBJAMB WALKDOOR SUBJAMB TO GIRT WALL SHEET #12 x 1 1/4" S.D.S. (1'-6" D.C.) (FRrA.MIV43 CLOSURE WALKDOOR JAMB TRIM #12 x )1 1/4" S.D.S. GIRT DOOR HEADER DOOR FRAME - (PRE --HUNG) �2 WALKDOOR HEADER TRIM WALL SHEET INSIDE CLOSURE FRAMING CLOSURE (FTC -3) 0 2 1 13W z 3" w/ 612"z • 4" w/ 9"z 1/4" SUBJAMB CLIP: FC -4 (2) #12-24 x 1 1/4 S.D.S (GA) 11/2" W/ 3068 3" W/3070,4070 & 6070 ""`1 1/2" 61e z BASE GIRT SHOWN 31/4" FIELD CUT GIRT AND DRILL 9/16" HOLES AS REQ'D. 3 15 SUBJAMB #12 x 1 1/4" S.D.S. (V- 6" 0.C.) WALL SHEET -DOOR FRAME (PRE -HUNG) WALKDOOR JAMB TRIM FRAMING CLOSURE (FTC -74) GIRT TO WALKDOOR SUBJAMB 3" w/6 1 /2"z 4" w/ 9"z 61' "z GIRT SHOWN SUBJAMB 4 FIELD CUT GIRT TO LENGTH. FIELD LOCATE AND DRILL 9/16"0 HOLES. THIS DETAIL APPLIES ONLY WITH BELOW 7 -4" GIRTS #12 x 1 1/4" S.D.S. GIRT WALL SHEET #12 x 1 1/4" S.D.S. INSIDE CLOSURE DOOR FRAME J FRAMING CLOSURE FTC --3 ® 3070) FTC -74 4070 & 6070) 8� WALKDOOR HEADER TRIM 1 19 A GIRT TO WALKDOOR SUBJAMB 17 GENERAL NOTES: 1) ALL BOLTS TO BE 1/2" 0 1 1/4" A-307 (u.N) 2) VIEW IS FROM OUTSIDE OF BUILDING (U.N) 3) ALL DIMENSIONS ARE +/- 4) ® MATCH SHOP MARK. 5) SEE FRAME CROSS SECTION FOR PURLIN AND GIRT ORIENTATION. 6) SOME DETAILS THAT ARE SHOWN MAY NOT APPLY TO YOUR BUILDING. REFER TO YOUR VERIFICATION FOR THE OPTIONS THAT ARE INCLUDED. SUNWARD CORPORATION BUYER: R/JOHNSON CUST : ROBERT MATT JOHNSON DESCR: 30.0x60.0x12.0 SITE : CARBONDALE. CO SCALE: NONE P.O., : G25301 2.0:12 DRAWN BY: MG CHECK BY: ENG. BY: 3-14-01 SHEET NO.: K4 OF 6 i" H GIRT FIELD 6OCATE AND DRILL As" 0 HOLES AS REQUIRED WINDOW SUBJAMB TO GIRT WINDOW HEADER SUBJAMB WINDOW SILL TO WINDOW SUBJAMB 191 112 WINDOW HEADER/ SILL WALL SHEET #12 x 11/4" S.D.S. INSIDE CLOSURE #12 x 1 /4" S.D.S. FRAMING (1'-6" O.C.) CLOSURE HEADER/SILL TRIM MASTIC TAPE WINDOW HEADER/SILL TRIM #12 x 11/4" S.D.S. (1'-6" O.C.) SUBJAMB WALL SHEET #12 x 11/4" S.D.S. (1'--6" O.C.) FRAMING CLOSURE WINDOW JAMB TRIM SUBJAMB FIELD CUT GIRT TO LENGTH. FIELD LOCATE AND DRILL 9/16"0 HOLES. NOTES THIS DETAIL APPLIES ONLY WITH BELOW 7'-4" GIRTS. HEADER TRIM MASTIC TAPE 3 GIRT TO WINDOW SUBJAMB 3" W/614"z 4" W/9"z 1/4.. SUBJAMB CLIP: FC -7 4 6 i "z GIRT I FIELD CUT GIRT SHOWN (TYP) a 116" TO FIELb LOCATE CLIP: FC -4 J ff �1/4" AND DRILL 9/16" HOLES AS REQ'D. 6 GIRT TO WINDOW SUBJAMB h0 GENERAL NOTES: 1) ALL BOLTS TO BE 1/2" 0 x 1 1/4" A-307 (U.N) 2) VIEW IS FROM OUTSIDE OF BUILDING (U.N) 3) ALL DIMENSIONS ARE +/-- 4) ® MATCH SHOP MARK. 5) SEE FRAME CROSS SECTION FOR PURLIN AND GIRT ORIENTATION. 6) SOME DETAILS THAT ARE SHOWN MAY NOT APPLY TO YOUR BUILDING. REFER TO YOUR VERIFICATION FOR THE OPTIONS THAT ARE INCLUDED. A z\ SUNWARD CORPORATION BUYER:R/JOHNSON CUST: ROBERT MATT JOHNSON DESCR: 3O.Ox6O.Ox12. 0 SITE : CARBONDALE, CO SCALE: NONE P.O.# : G25301 DRAWN BY: MG 2.0:12 CHECK BY: ENG. BY: 7 3-14-01 SHEET NO.: K5 OF 6 EAVE STRUT SIRTWALL GIRT #12 x 1 1/4" S.D.S. (GA)(TYP) PBA -10 (FIELD CUT AND BEND AS REVD) SIDEWALL PBA -10 SECTION I 1 ENDWALL RAFTER ENDWALL GIRT -#12 x 1 1/4" S.D.S. (GA)(TYP) - PBA -10 (FIELD CUT AND BEND AS REVD) ENDWALL RAFTER PBA -10 (FIELD CUT AND BEND AS REVD) ENDWALL 4 #12 x 1 1/4" GIRT y S.D.S. (GA)(TYP) ENDWALL PBA -10 SECTION ENDWALL RAFTER ENDWALL GIRT 2 #12-24x1 1/4" S.D.S. (GA) PBA -10 (FIELD CUT AND BEND AS REVD) #12 x 1 1/4" S.D.S. (GA) ENDWALL PBA -10 SECTION 13 S. T.S. TAPE MASTIC 6" MIN. LAP j S.Q.S. ROOF SHEET (SKYLIGHT) ROOF SHEET (SKYLIGHT) PURLIN ROOF SHEETING (SKYLIGHT) END LAPI 5 ;NDWALL PBA -10 SECTION 14 1 - 1 - NO NO i r- NOTE; SELF DRILLING NON -INSULATE USE PATTERNS ( INSULATED BUII USE PATTERN (WHEN INSULA T I SHEETING AND ; MORE THAN 4" OF INSI LONGER THAN 1 1/4". ; MANUFACTURER IF LON PURCHASED. ft---- S.T.S. ROOF SHEET ROOF SHEET (SKYLIGHT) (SKYLIGHT) USE TAPE MASTIC AT ALL ROOF SEAMS AS SHOWN - REMOVE PAPER BACKING. ROOF SHEETING (SKYLIGHT) SIDE LAP 1 6 WALL SHEETING SEE FRAME CROSS SECTION OF MAIN FRAME FOR PURLIN AND GIRT ORIENTATION. , n 1'--6" 1'--6" l'-6" 1'--6" 1'--6" 1'--6" 1'-6" 1'-6" 1-6" 1'-6" 1ETC. T T T T #12 x 3/4" SELF TAPPING SCREW (S.T.S.) #12 x 1 1/4" SELF DRILLING SCREW (S.D.S.) 2 x 1 1/4" S.D.S. 7 x 3/4" S.T.S. CREW PATTERNS BUILDINGS. INGS )NLY. G BETWEEN THE D IRON) ATION REQUIRES SCREWS EASE ADVISE BUILDING _R SCREWS WERE NOT 12 x 1 1/4" S.D.S. (GA) (TYP) PBA -10 TO BE INSTALLED BEFORE #12 x 3/4" S.T.S. APPLYING ROOF SHEETING. SEE ROOF (AT EACH HI --RIB AT RIDGE CAPS) FRAMING PLAN FOR LOCATION. 1 PIECE PBA -10 LOCATED AT CENTER LINE OF BAY(S) PLACED AT EAVE STRUT TO FIRST PURLIN W/ 1C-0" THRU 19'-0" BAYS. RUN PBA—i0 TO EAVE FOR BAYS OVER 19'-0" jt (t jt t • t t t l I t ROOF & WALL PRIMARY FASTENER SPACING AT SHEETING ENDS, LAPS, RIDGE CAP, EAVE STRUT, SHEETING ANGLE, & BASE ANGLE. t t t t t FASTENER SPACING AT INTERMEDIATE GIRTS & PURLINS. FASTENER SPACING AT INTERIOR SHEETING. ...„.„----#12 x Ir." If S.T.S.(AT 1 SHEETING i ISPAN MIDPOINTS.) WALL SHEET (WALL—LIGHT) GIRT .'ALL—LIGHT) END LAP 7 NOTE: SOME DETAILS THAT ARE SHOWN MAY NOT APPLY TO YOUR BUILDING. REFER TO YOUR VERIFICATION FOR THE OPTIONS THAT ARE INCLUDED. z\ SUNWARD CORPORATION BUYER: R/JOHNSON DRAWN BY: MG COST : ROBERT MATT JOHNSON 3-14-01 DESCR: 30.0x60.Ox12.0 2.0:12 SITE : CARBONDALE, CO SCALE: NONE P•O.# : 025301 CHECK BY: ENG. BY: SHEET NO.: !i6 OF 6 C os -ora -04-0e ./2/? d\td s-ora-teed d all735bd 01260 ?a, /-7951, W. gt GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 Sth Street, Sake 203 Glenwood Springs, CO 51601(970) 9458212 No. 7584 Job Address l09500�a gage ry � a e j n of cn l.3 Nature of Work Bui • , • Remit %C4/�[��ric ^' O Use of BuiWm Owua jf�� Contractor l LL' Amount of pamitS . `7 p?'c w:A- fki -149. 75 faciphi setlytm� _ . c0 &.16‹, = 154.61D 679,59 Dale • c Clerk 4 •� CO t 8 $co 00-4fE-lbE' Certificate of Occupancy ro t • GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (OLENWOOD SPRINGS). COLORADO I EPNONE: *70) 913.6311 PERMIT NO. 75Y INSPECTION UNE: (970)384-5003 PARCEL/SCHEDULENO. '913 el 1 -33j. oo-031s mean= CLO Hwy Oo'l C;rot to X16 Lor NO. s BLOCK NO. susnrvun enterrow4 t Lor Ammo Irl 2 6.811.4:p4wLLC (44a "ea "kr% AR as„ir Moir ca (// " "9 X255 --Wag goinE5 AmulVeYEV /V SIL% co t/6 5a p 87frC7c a 3 4 5 ANeRVOIOs pn nac 111101111011010 7 8 OAK RMI. HOME I rt. as un a, 00/ 4c 5/4/61-1 Mealy At/ELL/NC Q h k -P • ID MAR O Q1 40(4.14Ct Ci io l-• a.omO! e.t1YARF .MOVE GNOME R MINT IA Or ROOM 1 9 SAM& MoIY. 00001111.• 10 �O4' PEWIT sarastawasswaAL pair VALID .O.OLI MIX=VALYep'f e'°'a is9A0a'#6T //dms — ,9//6 , ,varfrion) NOTICE A MAWS WECIRRAL PLICA 11 ILSQUMH1 AND wines rsmxD BY 71M STATE OF COLORADO. THIS MUM BECOMES Mai. AND VOID W WORK OR OORRl a-noN AUTIOR®IS 10T 1203414ENCID WITHIN 110 DAVE, OR F CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED TUR A PERIOD OF 110 DAYS AT ANY TUB MITER. TOOK IS O0MO.15NCD1. 1 MEW CDITFY THAT I HAVE RIND AND EXAMINED TICS AITLICATFDN AND DOW IIS SANG TO B8 TAUS AND CORRECT. 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