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HomeMy WebLinkAboutApplication- PermitGARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 Sth, Street, Suite 303 Glenwood Springs, CO 81501(970) 945-8212 Job Address 6 5g'/ Nature of Work Use of Building Owner Building Permit No. 7519 ietrxcep,.3 CAA,faev c kW -3 Contractor Amount of Permits 7/61- 9 O Date `gc(A'CA3d1 a dD) 10-e,(444d- e6Q—fz:-- /6C(-5‘? Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO TELVHONEr(970) 9454212 PERMIT NO. q5/1 INSPECTION LINE: (970)384-5003 PARCEL/SCHEDULE NO. JOB ADDRESS: j� aft.)n `� `j 9 CI 61 P r -A t3 l /1 curb nflr`ir, I e en F I 3 1 LOT NO. BLACK NO. SUBDIVISION/EXEMPTION 2 \ j� OWNER , rnl0e�rl �' .� °bS 8 c'�t c1 I 15 �oSC1 ��L` ?'4 5-615 1, //X 3 COMPACTOR la., 444 rn )0•Q, r Lua`---ct,t.. �, ADDRESS PH: LIC NO: 4 ARaulEcm®v(IDa® ADDRESS PK LIC NO: 5 )f F1.mamma co 30 4 Q. FE OF LOT DEEM NO. OF FLOORS 6 wEDFBDKmn+a Ifit 7 DESCR®K WORM: 8 awes OF WORK: ONEW DADDCI1ON DALTERAT1ON aM(1 °REMOVE 9 GARAGE °!WOLF °DOUBLE CARPORT: 0/UNCLE °DOUBLE 10 O DRIVEWAY PU)EF °ON any SEWAGE DISPOSAL (SEPTIC) MLLE PIAN • VALUATION OF WORE: $ ADJUSTED VALUAI1ON:$ �' / qg , SPECIAL COMMONS- NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR AUTHORIZED IS NOT COMMENCED WITHIN 110 DAYS, OR IF WORK 1S SUSPENDED OR ABANDONED FOR A PERIOD OF 110 AFTER WORK 15 COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS KNOW THE SAME TO BE TRUE AND CORR$CT. ALL PROVISIONS GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT AUTHORITY TO VIOIATE OR CANCEL THE PROVISIONS OF ANY LOCAL W REGULATING CONSTRUCTION OR THE 00 CTION. P to BY 114E STATE OF CONSTRUCTION CONSTRUCTION OR DAYS AT ANY TIME APPLICATION AND OF LAWS SPECIFIED PRESUME TO GIVE OTHER STATE OR PERFORMANCE OF ,Q �' 1 oo PLAN CHECKCYC • �'l 6 q , PERMIT FJEE: '?? .7 S - TOTAL FEE: DATE PERMIT ISSUED: ' 6 (, ' (`- 9' i v OCC: GROUP: CONST: TYPE: a 17r ki ZONING: SETBACKS: zoom Owner, Contractor , agent ,e,aa if 5 , 1 , !;� i i ,'//', Lia ce MANU. HOME: ISDS NO. & FEE: Building Dept. A a1/Date /IwalEg IP .. o AGREEMENT PERMISSION IS HEREBY riRANrED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 3021.201 CRS AS AMENDED. 7110 SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND T ERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PIANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING ME CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOIATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED'PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED TIIEREAFFER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBLE/TIES 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 0 4 NSF.RVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Cia$amGD3 !HEREBY ACKNOWLEDGE T 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. 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 Au 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 occupant use and the issuance of a Certificate of Occupancy for the dwelling under building permit # pis 1 'y . Date 1 - MB& Alk I ature bpcont -- n x 1.7 �z x.70,s-8" ' - �Y7 l'egto 4 -??,7s rte6,41:veV 5 oP 3 7-t4_checl yp/c-AL &ARAO4-` �`� am-z3A 7'io Jti% Couv*y CQN NAIL OR SCREW JOINT SUFFICIENTLY PURLIN OR GIRT 3/4" CDX PLYWOOD FASTENED SUFFICIENTLY TRUSS DIAGONAL 2 x 4 ON END INNER TRUSS CHORD NAIL OR SCREW --. JOINT SUFFICIENTLY 0 1 0 NAIL OR 3/4" ( 2 x 4 E WOOF AROI, 5/8" x 4 1/2" LONG CARRIAGE BOLT 2 x 4 ON SCREW JOINT SUFFICIENTLY DX PLYWOOD FASTENED SUFFICIENTLY END FRAME BRACING SPACED EVERY 2'---0" !D ENTIRE INSIDE PERIMETER OF TRUSS AT WASHER OR SCREW JOINT SUFFICIENTLY N,D PAGE 8 INTERNAL TRUSS SHEETING DETAILS (COMPONENTS TO BE SUPPLIED BY CUSTOMER IF DESIRED) MIRACLE STEEL CORPORATION BOO OAKWOOD ROAD WATERTOWN, SD 57201 DRAWN BY: B.A. SCALE: „` 1 , _ O„ 3 DRAWN DATE: 2/18/00 CUSTOMER: SPECIALTY STONE LOCATION: CARBONDALE, CO DRAWING NUMBER: 418041- ITSD ORDER NUMBER: 418041 COPYRIGHT 0 1998 MIRACLE STEEL CORPORATIM GENERAL NOTES Structure Type: Structure Designation Width Eave Height Length Building Area Boy Spacing Roof Pitch/12 Purlin Size Girt Size DESIGN CODE Straight wall 42-6 21 ft 6 ft 12 ft 252 ft "'2 12 ft 4 2X8 2X4 Purlin Spocing Girt Spacing UBC 1997 UNIFORM BUILDING CODE DESIGN AND LOADING CRITERIA Construction Type Wind Criteria Wind velocity Exposure Category Wind Importance Snow Criteria Ground Snow Load Snow Exposure Ce Thermal Condition Seismic Criteria Seismic Zone Seismic Importance Design Wind Pressure Design Roof Load Design Dead Load V—N UBC 1997 70 mph C Open erroin Iw-1.0 UBC 1997 50 psf 0.7 Normal UBC 1997 1 1=1.0 20 psf 40 psf 5 psf 2 ft 2 ft R -G Qui 12 --- LtrIN0SIfe4rL. ?o p&,' 1q Snow Importance 1=1.0 CODE OF PRACTICE METAL BUILDING MANUFACTURERS ASSOCIATION (MBMA) Low Rise Building Systems Manual 1996 MATERIAL DATA Structural Steel (Angles) ASTM A529 50 ksi Structural Steel (W,C shapes /misc plate) ASTM A36 or Structural Tubing ASTM A500 46 ksi or equiv. Rods and flats ASTM A529 50 ksi or equiv. Light Gauge Steel ASTM A673 Grode B up to .048 ASTM A570 Grade 50 over .048 thickness ASTM A325 Girts WWPA Visually Graded Douglas—Fir—Larch (#2) or equivalent Purlins WWPA Visually Graded Douglas—Fir—Lorch (/1 and better) or equivalc, Lumber sizing based on actual loading requirements Metal Sales Pro—Panel II 29go or equiv. or equiv. equiv. High Strength Bolts Lumber (By Customer) Sheeting FABRICATION: Miracle Steel Corporation is a recognized ICBO Fabricator per Evaluation Report /FA --359 DESIGN NOTES: 1. Design of steel members per the appropriate sections of the AISC and AISI design manuals 2. All trusses and endwall columns must be laterally braced as indicated on the drawings. 3. The lateral stability of the trusses and columns has been assumed to be provided by the attached sheeting and siding materials. 4. The foundation is the responsibility of the customer and shall be designed by o registered engineer to meet local soil conditions and to support the design vertical and lateral forces 5. The lateral displacement of the building under Wind Load limited to h/120. 6. Inspection of A325 bolts per UBC Section 1701.5.6 (1997 EDITION) 7. Use temporary bracing during erection to ensure fromework stability until all components installed 8. See Assembly Guide for erection procedures, requirements and recommendations. PAGE 1A 5'8 C t d 113 0_0.r -bon do. e. 1 Q D 8119 a 3 gds-(Q$9g APPROVED NoTEo GARFIELD BOUNTY BUILDLNG DEP rime -28—coo a, FIELD Cflpy NO EVi a!' NM •}61. Ex„'.t.1 % t MIRACLE STEEL CORPORATION 800 OAKWOOD ROAD WATERTOWN. SD 57201 DRAWN BY: B.A SCALE: 1 r� ► ►r DRAWN DATE: 4 ` Q 2/18/00 CUSTOMER: SPECIALTY STONE LOCATION: CARBONDALE, CO DRAWING NUMBER: 418041 -GN ORDER MADER: 418041 COPYRIGHT ® 1998 MIRACLE STEEL CORPORATION Column Reactions (kips) unfactored PAGE 1B MIRACLE STEEL CORPORATION 800 OAKWOOD ROAD WATERTOWN. SD 57201 DL Live Load Wind Load Max. Vertical 1.66 2.6 0.7 .- Max. V (uplift) neo n/a 1.7 Max. Shear 0.0 0.0 2.02 PAGE 1B MIRACLE STEEL CORPORATION 800 OAKWOOD ROAD WATERTOWN. SD 57201 DRAWN BY: B.A. V SCALE: 1 n_ e r „ 'DRAWN DATE: O 2/18/00 CUSTOMER: SPECIALTY STONE LacArto"` CARBONDALE, CO DRAWING NUMBER: 418041 -BR IORDER NUMBER: 41B041 OOPYRiGHT ®1998 MIRACLE STEEL CORPORAtinm ISOVETRIC ELEVATION o ? ' A01 v»1f; PAGE 2 MIRACLE STEEL CORPORATION 600 OIAKWOOD ROAD WATERTOWN. SD 57201 DRAWN BY: B.A. SCALE:rr— 1 r —0" DRAWN DATE: 2/18/00 CUSTOMER: SPECIALTY STONE LOCATION: CARBONDALE, CO DRAWING NUMBER; 418041—I50 ORDER NUMBER: 418041 COPYRIGHT 0 1998 MIRACLE STEEL CORPORATION FRA B w M CC TRUSS 21-6 RIGID 2 x 8 PURLINS 0 2'-O" C/C Lo L -.II - VIING PLA\i VERTICAL X -BRACING 12'--D" - 20'-7" 0/0 OF TRUSS BY OWNER PAGE 3 MIRACLE STEEL CORPORATION 800 OAKWOOD ROAD WATERTOWN, 50 57201 DRAWN BY: B.A. SCALE: n , , 1 -2/1 DRAWN DATE: 8/00 CUSTOMER: SPECIALTY STONE LOCATION: CARBONDALE, CO DRAWING NUMBER: 418041 -FP ORDER NUMBER: 418041 COPYRIGHT 0 1998 MIRACLE STEEL CORPORATION FONTWALL ELEVATION 21'--2" ;EARWALL ELEVATIO PAGE 4 2" x 1/4" WIND BRACING (TYP) SIDEWALL 1 ELEVATION 13'-3" SIDEWALL 2 ELEVATION - hu. REcfsr`,,E � ..-• QAUZ I MIRACLE STEEL CORPORATION B00 OAKWOOD ROAD WATERTOWN, SD 57201 DRAWN BY: SCALE: ,, ` , .� 0 „ DRAWN DATE: B.A. 2/18/00 UWIOMER: LOCATION: SPECIALTY STONE CARBONDALE, CO DRAWING NUMBER: 418041- EL ORDER NUMBER: 418041 COPYRIGHT ID GOB MIRACLE STEEL CORPORATION TRUSS 21 -6 COLUMN TO GIRT STABILIZER 6'-O" C/C (TYP ALL INNER COLUMNS) 9'-10 1/16" 10'-1 1/16" 20'-7" 0/0 OF TRUSS 11 FRAME SIZE 1 GIRT SIZE 2 PURLIN SIZE 3 4 LEFT LEG SIZE RIGHT LEG SIZE 5 ROOF TOP CHORD SIZE 6 ROOF BOTTOM CHORD SIZE 7 ROOF DIAGONAL SIZE 8 INNER COLUMN SIZE PAGE 5 20 INCH 2 x 4 2 x 8 W8 x 24# COLUMN W8 x 24# COLUMN 1 1/2 x 1 1/2 x 3/16 DOUBLE ANGLES 1 1/2 x 1 1/2 x 3/16 DOUBLE ANGLES 3/4 DIA C10-14 GA = SINGLE DIAGONAL = DOUBLE DIAGONAL = SINGLE DIAGONAL + (2) 1 1/2 x 1 1/2 x 3/16 ANGLES LOCATION OF 1 x 1 x 1/8 ANGLE STRAP © APPROX 45' ONE SIDE TO PURLINS OR GIRTS f MIRACLE STEEL CORPORATION 600 OAKWOOD ROAD WATERTOWN. SD 57201 DRAWN BY: B.A. SCALE: n ► G „ 1 V DRAWN DATE: 2/17/00 CUSTOMER: SPECIALTY STONE LOCATION: CAR BO N DALE, CO DRAWING NUMBER: 418041 "TR ORDER NU)ABER: 418041 COPYRIGHT 0 1298 MIRACLE STEEL CORPORATION 3/4" x 2" BOLTS (TYP) PURLIN GIRT 2 1/2" x 2 1/2" x 5/16" CONNECTION ANGLES EAVE CONNECTION 3/4" x 2" BOLTS (TYP) PURLIN 2 1/2" x x 5/16" c ANGLES PEAK CONNECTIO GIRT CLIP GIRT 11 W8 x 24# COLUMN 3/4" ANCHOR BOLT BY OWNER (TYP) TRUSS LEG CONNECTION 2" x 1/4" BAR (NOTCH GIRT TO CLEAR ' 5/8" DIA ROD 5/16" PLATE ANCHOR BOLT BY OWNER TRUSS LEG FLOOR LEVEL WIND BRACING CON 1111 > 1/2" DNNECTION 1 #10 WOOD GRIP SCREW (TYP) 1" x 1" x 1/8" ANGLE (TYP) TRUSS TRUSS STABILIZER PAGE 6 PURLIN OR GIRT 3/8" BOLT (TYP) \CH AR) NI E_ CTI o N TRUSS DETAILS �,-0. E10 REGIS �'1% 14 �`'`•.' ?AO( .. If, i, ij r f :J i '`‘rsJDN....E MIRACLE STEEL CORPORATION B00 OAKWOOD ROAD WATERTOWN. SD 57201 DRAWN BY: BA SCALE: „ „ DRAWN DATE: 2/18/00 CUSTOMER: SPECIALTY STONE LOCATION: CARBONDALE, CO DRAWING NUMBER: 418041—TD ORDER NUMBER: 418041 COPYRIGHT 0 1BBB MIRACLE STEEL CORPORATION C10-14GA COLUMN TIUSS COLUIVN DETAILS PAGE 7 FILGisT�1ti1 t' cel � h►4 MIRACLE STEEL CORPORATION BOO OAKWOOD ROAD WATERTOWN. SD 57201 DRAWN BY: B.A. SCALE1 „- 1 -0 Y : / CUSTOMER: . x•_ LOCATION: Q„ DRAWN DATE: 2/18/00 SPECIALTY STONE CARBONDALE, CO DRAWING NUMBER: 418041 -CD ORDER NUMBER: 418041 COPYRIGHT 0 1998 MIRACLE STEEL CORPORATION 1J 4.4 CUSTOMER: Job Number CONTACT: ADDRESS: CITY, STATE VP: PHONE/FAX/MOBILE: Delivery Address: Delivery C1ty,State,Z1P Contact/Phone: County: Structure Type: Structure Designation: Loading: Structure Data: Materia! Data: Design Notes: Engineer: Miracle Steel Corporation Design Calculations Specialty Stone 418041 Kim and Fred Berta PO Box 428 Carbondale CO 81623 970-945-6898 Carbondale CO Garfield Stralghtwail 42-6 Wind velocity Ground Snow Load Seismic Zone Width Eave Height Bay Spacing Roof Pitch/12 Length Structural Steel Rods and flats Structural Tubing Light Gauge Steel High Strength Bolts Lumber 70 mph 50 psf •1 42.00 6.00 6.00 4.00 12.00 W 000 REG .j4,►%l t A ff~ ' C Fo ti 1 95 iit 0,%;., �t. 8 •23 �it yTt.Z3(.3 Design Wind Pressure Design Roof Load Design Dead Load 20.00 psf 40.00 psf 5.00 psf ASTM A529 50 ksi ASTM A529 50 ksi ASTM A500 46 ksi ASTM A673 Grade B up to .048 ASTM A570 Grade 50 over .048 thickness ASTM A325 Purlins WWPA Visually Graded Douglas -Fir -Larch (#1 end better) or equiv. Puriirt Size 2x8 Girts WWPA Visually Graded Douglas -Fir -Larch #2 or equiv. Girt Size 2x4 1. Design per UBC Uniform Building Code 1997 2. Load and Resistance Factor Design (LRFD) per AISC and AISI 3. The lateral stability of the trusses and columns has been assumed to be provided by the attached sheeting and siding materials 4. The foundation is the responsibility of the customer and shall be designed by a registered engineer to meet local soil conditions and to support the design vertical and lateral forces STRUCTURE LOADING CUSTOMER: Specialty Stone Job Number. 418041 Str. Type: Stnlghtwall Str. Code: 424 Total Height 13 Mean Roof Height 9 Design CODE 3 UBC 1997 Building Use 2 Normal Occupancy Exposure Category 3 C Open Terrain Terrain (snow) 1 Normal Thermal Condition 1 Normal Wind Criteria 3 UBC Hurricane coastline 3 0.000 Snow Criteria 3 UBC MIRACLE STEEL CORPORATION Transverse Condition SNOW LOADING Design Roof -40 DATE: 23-Feb.00 10:27 AM LENGTH: 12.00 WIND SPEED: 7D mph ENGINEER: Roof Load WIND LOADING Code Type UBC 1987 Note: Ground Snow important Roof Snow Snow Exposure Factor Cr Snow Factored Factored Criteria psf 1 psf times 1.6 times 0.5 tJBC 1997 50 0.70 1.00 1.00 35.00 56.00 17.50 Design Wind Pressure 20.00 psf I Basic Velocity Pressure: 02 =.00256' V2 Wind Basic Design Code Gref.Ht Wind Velocity Ce Kzt Importance Velocity Factored Factored Type mph Criteria Pressure 1 Pressure tlmesl.3 tlmes0.8 Max Wind Load UBC 1997 70 UBC 1997 1'12.54 psf1 1.060 1.00 1 13.30 17.29 10.64 Pressure Coefficients f Pi Rootch 4/12 Roof Coefficients Windward Roof Leeward Roof Inward Pressure Wall Coefficients Windward Leeward 2!23100,10:28 AM Calculated Velocity Pressure 12.544 Input wind load governs h/L= 0.21 Angle= 18.44 Loaded Area 12.00 Cq P Roof Load -0.90 .18.00 .216.00 -0.70 -44.00 -168.00 0.30 6.00 72.00 LIB 3.5 Cq P Wall Load 0.80 16.00 192.00 -0.50 -10.00 -120.00 File: 5418041 1 STRUCTURE LOADING Longitudinal Condition DATE: 23-F.ea0 10:27 AJA CUSTOMER: Speclslty Stone LENGTH: 12.00 Job Number. 418041 WIND SPEED: 70 mph Str. Type: 8trelghtwefl ENGINEER: Str. Code: 424 Mean Roof Height 9 Design CODE 3 UBC 1997 Building Use 2 Normal Occupancy Exposure Category 3 C Open Terrain Terrain (snow) 1 Normal Thermal CondlUon 1 Norval Wind Criteria 3 UBC Hurricane coastline 3 0.000 Snow Criteria 3 UBC WIND LOADING Design Wind Pressure 20.00 pet Input wind bad govems Basic Velocity Pressure: Ca 1..00256' Vl Wind Basic Design Code Giref.Ht Wind Velocity Co Kit importance Velocity Factored Factored Type mph Criteria Pressure 1 Pressure timesl.3 Hmes0,8 Max Wind Lo UBC 1997 70 UBC 1997 112.54 psi ( 1.060 1.00 1 13.310 17.29 10.64 Pressure Coefficients Roof Pitch h1L■ 0.21 hB■ 0.75 4/12 Angles 18.44 LIB 3.5 Roof Coefficients Windward Roof Leeward Roof Endwall Coefficients Windward Endwall Leeward Endwall SideWall 1 SideWall 4 Loaded Area 12.00 Cq P Roof Load -0.70 -14.00 -168.00 -0.70 -14.00 -168.00 -0.70 -14.00 1 Cq P Roof Load 0.80 16.00 192.00 -0.50 -10.00 -120.00 -0.70 -14.00 -168.00 -0.70 -14.00 -168.00 Endwall Column Design 418041 Column 2 Designation C1014 Type Height Depth Gauge Fy Length Transverse Wind Longitudinal Wind C 10 3 14 50 ksi 112 Axial -Tension (kips) Axial Compression (kips) Bending- Positive (k -in) Bending -negative (k -in) PE (kips) Maximum Moments GCp-Gcpi Moment (pos_int) -0.70 Moment (neg_Int) -0.70 Moment (windward) 0.60 Moment (leeward) Axial Load -transverse wind -0.50 Design Strength 57.24 (C2-1) 31 (C4) 143 (C3.1.1) 143 (C3.1.1) 436.36 (C5-5) Roof Wind Area 60 Live Load 50.00 psf Wind Load 20.00 psf Dead Load 5.00 psf Column Spacing (ft) -18.29 K -1N -18.29 20.91 -13.07 (wl^218) 10 Live Load Factored Dead Factored Wind Factored Load Load Case # Description Factor Live Load Factor Dead Load Factor Wind Load Total 1 LL + DL 1.6 4553.68 1.2 341.53 0 0.00 4895.21 Wind Posit 2 LL+DL+WIND(windward 1.6 4553.68 1.2 341.53 0.8 -819.66 4075.54 3 LL+DL+WIND(Leeward 1.6 4553.68 1.2 341.53 0.8 -637.52 4257.69 4 LL+DL+WIND(windward 0.5 1423.02 1.2 341.53 1.3 -1331.95 432.60 5 LL+DL+WIND(Ieeward) 0.5 1423.02 1.2 341.53 1.3 -1035.96 728.59 6 DL+WIND(windward) 0 0.00 0.9 256.14 1.3 -1331.95 -1075.81 7 DL+WIND(leeward) 0 0.00 1.2 341.53 1.3 -1035.96 -694.44 Wind Nega 8 LL+DL+WIND(windward 1.6 4553.68 1.2 341.53 0.8 -819.66 4075.54 9 LL+DL+WIND(Leeward 1.6 4553.68 1.2 341.53 0.8 -637.52 4257.69 10 LL+DL+WIND(windward 0.5 1423.02 1.2 341.53 1.3 -1331.95 432.60 11 LL+DL+WIND(leeward) 0.5 1423.02 1.2 341.53 1.3 -1035.96 728.59 12 DL+WIND(windward) 0 0.00 0.9 256.14 1.3 -1331.95 -1075.81 13 DL+WIND(leeward) 0 0.00 0.9 256.14 1.3 -1035.96 -779.82 Axial Load -longitudinal wind 1 Wind Posit 2 3 4 Wind Nega 5 6 7 LL + DL LL+DL+WIND LL+DL+WIN D DL+WEND LL+DL+WIND LL+DL+WIND DL+WIND Live Load Dead Load Wind Load Total 1.6 4553.68 1.2 341.53 0 0.00 4895.21 1.6 4553.68 1.2 341.53 0.8 -637.52 4257.69 0.5 1423.02 1.2 341.53 1.3 -1035.96 728.59 0 0.00 0.9 256.14 1.3 -1035.96 -779.82 1.6 4553.68 1.2 341.53 0.8 -637.52 4257.69 0.5 1423.02 1.2 341.53 1.3 -1035.96 728.59 0 0.00 0.9 256.14 1.3 -1035.96 -779,82 Frame Result Summary File Filename - T418041 Directory - F:\str_data\TRUSS\T42\T418041.rex Analysis Performed 02/23/00 10:24:29 Title Data SPECIALTY STONE 21-6 418041 EXPANDER Load Load Load Load Load Load Load Load Load Load Load Load Load Load Load Load Load Load Load Load Load Load Load Load Load Load ID 1 ID 2 ID 3 ID 4 ID 5 ID 6 ID 7 ID 8 ID 9 ID 10 ID 11 ID 12 ID 13 ID 14 ID 15 ID 16 ID 17 ID 18 ID 19 ID 20 ID 21 ID 22 ID 23 ID 24 ID 25 ID 26 Section Type Load Load Load Load Load Load Load Load Load Load Load Load Load Load Load Load Load Load Load Load Load Load Load Load Load Load Design Strength Axial Tension Axial Comp Moment Section Type _ == =_=====cac Design Strength Axial Tension Axial Comp Moment Tag Tag Tag Tag Tag Tag Tag Tag Tag Tag Tag Tag Tag Tag Tag Tag Tag Tag Tag Tag Tag Tag Tag Tag Tag Tag WF1 DL SL SL2 WIP WIM WIPR WIMR C3 C3I1 C4I1 C3I2 C4I2 UC3 UC3I1 UC411 UC3I2 UC4I2 WIND1 WIND2 RC3 RC3I1 RC4I1 RC3I2 RC412 WIND3 WIND4 229.39 kip 214.13 kip 657.50 kip -in WF2 229.39 kip 214.13 kip 751.68 kip -in 9 Load Case No. Member No. Joint No. Axial Force Shear Force Moment Ratio Load Case No. Member No. Joint No. Axial Force Shear Force Moment Ratio 13 6 16 5.58 1.28 -159.66 0.26 13 10 16 3.16 9.88 77.83 0.11 kip (comp) kip kip -in kip (comp) kip kip -in Load Case No. 13 Member No. 221 Design Strength Joint No. 20 Axial Tension 39.78 kip Axial Force 6.46 kip (comp) Axial Comp 15.01 kip Shear Force 0.00 kip Moment 6.33 kip -in Moment 0.05 kip -in Ratio 0.44 56 WF2 65 16 5.17 (c) 1.5 -32.72 0.06 111 RT1 111 13 6.84 (t) 0.0 -0.17 0.09 112 RT1 111 21 1.53 (t) 0.0 0.33 0.05 113 RT1 113 13 3.91 (c) 0.0 0.35 0.09 114 RT1 114 13 7.76 (c) 0.0 0.30 0.24 115 RT1 115 13 10.57 (c) 0.0 0.52 0.34 116 RT1 116 13 12.08 (c) 0.0 0.31 0.36 117 RT1 117 13 12.06 (c) 0.0 0.37 0.36 118 RT1 118 13 11.13 (c) 0.0 0.30 0.33 119 RT1 119 21 9.08 (c) 0.0 0.26 0.27 120 RT1 119 21 6.33 (c) 0.0 -0.18 0.11 121 RT1 120 19 4.44 (t) 0.0 0.12 0.06 140 RB1 139 13 2.66 (c) 0.0 0.11 0.05 141 RB1 140 13 2.46 (t) 0.0 0.08 0.03 142 RB1 141 13 6.37 (t) 0.0 0.41 0.11 143 RB1 142 13 9.07 (t) 0.0 0.47 0.15 144 RB1 143 13 10.88 (t) 0.0 0.54 0.28 145 RB1 143 13 10.80 (t) 0.0 -0.53 0.28 146 RB1 145 21 10.16 (t) 0.0 0.42 0.25 147 RB1 145 21 8.58 (t) 0.0 -0.47 0.14 148 RB1 147 21 5.90 (t) 0.0 0.45 0.11 149 RB1 75 16 3.84 (c) 0.1 -1.05 0.16 150 RB1 75 16 6.67 (c) 0.1 0.62 0.16 211 LX1 75 13 4.97 (t) 0.0 0.41 0.08 212 RD1 120 13 4.90 (t) 0.0 0.05 0.26 213 RD1 119 13 3.56 (t) 0.0 0.05 0.11 214 RD1 118 16 2.40 (t) 0.0 0.03 0.07 215 RD1 117 16 1.31 (t) 0.0 0.02 0.04 216 RD1 143 25 0.39 (c) 0.0 -0.01 0.04 217 RD1 142 21 2.05 (c) 0.0 -0.02 0.36 218 RD1 141 13 2.93 (c) 0.0 -0.04 0.52 219 RD1 140 13 4.19 (c) 0.0 -0.03 0.74 220 RD3 112 13 5.52 (c) 0.0 -0.08 0.38 221 RD3 20 13 6.46 (c) 0.0 0.05 0.44 258 RD2 120 13 4.89 (c) 0.0 0.07 0.67 259 RD2 139 13 4.55 (t) 0.0 -0.05 0.24 260 RD2 112 13 3.49 (t) 0.0 -0.07 0.11 261 RD2 113 13 2.39 (t) 0.0 -0.06 0.08 262 RD2 114 19 0.86 (c) 0.0 0.02 0.06 263 RD2 115 19 0.64 (c) 0.0 0.02 0.05 264 RD2 144 16 1.09 (c) 0.0 0.03 0.08 265 RD2 145 16 1.98 (c) 0.0 0.05 0.28 266 RD2 118 13 2.95 (c) 0.0 0.06 0.41 267 RD2 147 13 4.06 (c) 0.0 0.10 0.57 1 TITLE: SPECIALTY STONE 21-6 418041 EXPANDER PAGE 2 1 JOINT REACTIONS AT SUPPORTS JOINT LD NO. TOTAL GLOBAL REACTIONS / X FORCE Y FORCE - 0.00 6.27 *** LOAD INDEX : 4 LOAD TAG : WIP *** JOINT REACTIONS AT SUPPORTS Z MOMENT JOINT LD / GLOBAL REACTIONS / NO. X FORCE Y FORCE Z MOMENT 10 -0.50 -1.69 0.00 60 -2.14 -0.07 0.00 TOTAL - 2.64 -1.76 *** LOAD INDEX : 5 LOAD TAG : WIM *** JOINT REACTIONS AT SUPPORTS JOINT LD NO. 10 60 TOTAL GLOBAL REACTIONS X FORCE Y FORCE -0.50 -1.62 - 2.02 -0.14 - 2.51 -1.76 *** LOAD INDEX : 6 LOAD TAG : WIPR *** JOINT REACTIONS AT SUPPORTS Z MOMENT 0.00 0.00 JOINT LD / GLOBAL REACTIONS / NO. X FORCE Y FORCE Z MOMENT 10 0.31 -1.02 0.00 60 0.62 -1.23 0.00 1 WinSTRUDL BY CAST/REV. V3.1 SER : 5f26 TIME : 02/11/00 10:35:28 1 LICENSEE: Miracle Steel Corporatio 1 TITLE: SPECIALTY STONE 21-6 418041 EXPANDER PAGE 3 I TOTAL -2.01 9.93 *** LOAD INDEX : 10 LOAD TAG : C4I1 *** JOINT REACTIONS AT SUPPORTS JOINT LD / GLOBAL REACTIONS / NO. X FORCE Y FORCE Z MOMENT 10 -0.64 1.12 0.00 60 -2.62 2.42 0.00 TOTAL - 3.27 3.53 *** LOAD INDEX : 11 LOAD TAG : C3I2 *** JOINT REACTIONS AT SUPPORTS JOINT LD / GLOBAL REACTIONS / NO. X FORCE Y FORCE Z MOMENT 10 -0.40 4.57 0.00 60 -1.71 5.36 0.00 TOTAL - 2.11 9.93 *** LOAD INDEX : 12 LOAD TAG : C4I2 *** JOINT REACTIONS AT SUPPORTS JOINT LD / GLOBAL REACTIONS / NO. X FORCE Y FORCE Z MOMENT 10 -0.64 1.02 0.00 60 -2.76 2.51 0.00 .....=== max 1SWinSTRUDL BY CAST/REV. V3.1 SER : 5f26 TIME : 02/11/00 10:35:29 I I L I CEN S E E: Miracle Steel Corporatio 1 TITLE: SPECIALTY STONE 21-6 418041 EXPANDER PAGE 5 I JOINT REACTIONS AT SUPPORTS JOINT LD / NO. TOTAL GLOBAL REACTIONS / X FORCE Y FORCE - 3.43 3.53 *** LOAD INDEX : 13 LOAD TAG : UC3 *** 17 Z MOMENT O NO. X FORCE Y FORCE Z MOMENT 10 -0.40 5.55 0.00 60 -1.71 6.38 0.00 TOTAL -2.11 11.94 *** LOAD INDEX : 17 LOAD TAG : UC4I2 *** JOINT REACTIONS AT SUPPORTS JOINT LD NO. 10 60 TOTAL GLOBAL REACTIONS X FORCE Y FORCE - 0.64 1.32 - 2.78 2.83 - 3.43 4.16 *** LOAD INDEX : 18 LOAD TAG : WIND1 *** JOINT REACTIONS AT SUPPORTS Z MOMENT 0.00 0.00 JOINT LD / GLOBAL REACTIONS / NO. X FORCE Y FORCE Z MOMENT 10 -0.64 -0.61 0.00 60 -2.62 0.80 0.00 I WinSTRUDL BY CAST/REV. V3.1 SER : 5f26 TIME : 02/11/00 10:35:28 I LICENSEE: Miracle Steel Corporatio I TITLE: SPECIALTY STONE 21-6 418041 EXPANDER PAGE 7 1 JOINT REACTIONS AT SUPPORTS JOINT LD / GLOBAL REACTIONS / NO. X FORCE Y FORCE Z MOMENT TOTAL -3.27 0.20 *** LOAD INDEX : 19 LOAD TAG : WIND2 *** JOINT REACTIONS AT SUPPORTS JOINT LD / GLOBAL REACTIONS / NO. X FORCE Y FORCE Z MOMENT 10 -0.64 -0.70 0.00 60 -2.?8 0.90 0.00 19 JOINT REACTIONS AT SUPPORTS ----- JOINT LD NO. 10 60 TOTAL GLOBAL REACTIONS X FORCE Y FORCE 0.25 5.11 0.50 4.43 0.75 9.53 *** LOAD INDEX : 24 LOAD TAG : RC4I2 *** JOINT REACTIONS AT SUPPORTS JOINT LD NO. 10 60 GLOBAL REACTIONS X FORCE Y FORCE 0.40 1.89 0.81 1.00 Z MOMENT 0.00 0.00 Z MOMENT 0.00 0.00 1 WinSTRUDL BY CAST/REV. V3.1 SER : 5f26 TIME : 02/11/00 10:35:28 1 LICENSEE: Miracle Steel Corporatio 1 TITLE: SPECIALTY STONE 21-6 418041 EXPANDER PAGE «===sma.as®...ism JOINT REACTIONS AT SUPPORTS JOINT LD / GLOBAL REACTIONS / NO. X FORCE Y FORCE Z MOMENT TOTAL 1.21 2.89 *** LOAD INDEX : 25 LOAD TAG : WIND3 *** JOINT REACTIONS AT SUPPORTS JOINT LD / GLOBAL REACTIONS / NO. X FORCE Y FORCE Z MOMENT 10 0.40 2.40 0.00 60 1.93 0.89 0.00 TOTAL 2.33 3.29 *** LOAD INDEX : 26 LOAD TAG : WIND4 *** JOINT REACTIONS AT SUPPORTS JOINT LD / GLOBAL REACTIONS / NO. X FORCE Y FORCE Z MOMENT L Cu 73 C c5 a x a) ici 1 cu 0) c O (/) -8 u oil 0 v) 23 L Cu 0 E 15 C O —) L 0) C c5 a x 0i u 0) a 25 Qu a c O u 0) C. i.L. I.L ,L.,_ 3 3 3 3 115 362.1250 111.3750 116 387.0625 103.8125 117 409.8125 96.2500 118 432.5625 88.6250 119 455.3750 81.0625 120 479.1250 73.4375 $ ROOF TRUSS - BOTTOM 139 274.0625 120.3750 140 296.8750 112.8125 141 319.6250 105.1875 142 342.3759 97.6250 143 365.1875 90.0625 144 387.9375 82.4375 145 410.6875 74.8750 146 433.4375 67.2500 147 456.2500 59.6875 MEMBER INCIDENCE $ Member# Ijoint Jjoint $ Leg outside chord left 1-11 1 10 11 2 11 12 3 12 13 4 13 14 5 14 15 6 15 16 7 16 17 8 17 18 9 18 19 10 16 20 11 19 20 $ Leg outside chord left 51-61 51 60 61 52 61 62 53 62 63 54 63 64 55 62 65 56 64 65 $ Top chord roof truss 100-129 111 19 111 112 111 112 113 112 113 114 113 114 115 114 115 116 115 116 RD3 AX 0.88 IZ 0.03 RD4 AX 0.88 IZ 0.03 LX1 AX 1.88 IZ 0.22 $straight wall sections $ leg outside chord WF1 1 TO 8 WF1 51 TO 53 WF2 9 10 11 54 55 56 $ ROOF TOP CHORD RT1 111 TO 121 $ ROOF BOTTOM CHORD RB1 140 TO 150 $ DIAGONALS LEG $ ROOF DIAGONALS LX1 211 RD1 212 TO 220 RD2 258 TO 267 RD3 221 $ MATERIAL PROPERTY $ MaterialTag 'properties.' 'Members..' MATERIAL PROPERTY A529 MEMBER E 29000 DEN 0.0002836 CT 5e-06 G 12000 POI 0.3 UNIT Inch Kip A529 ALL units inch lbs P -DELTA ANALYSIS $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ Loading Definition Block $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ Load commands LOAD DL "Dead load" joint load 10 TO 18 FORCE Y -120.0 60 TO 63 FORCE Y -120.0 111 TO 120 FORCE Y -120.0 LOAD SL "live load 40p" JOINT LOAD 111 TO 120 FORCE Y -456.0 14 FORCE Y -228.0 64 FORCE Y -228.0 COMBINE DL 1.2 SL2 1.6 WIP 0.8 LOAD COMBINATION UC4I2 COMBINE DL 1.2 SL2 0.5 WIP 1.3 LOAD COMBINATION WIND1 COMBINE DL 0.9 WIM 1.3 LOAD COMBINATION WIND2 COMBINE DL 0.9 WIP 1.3 LOAD COMBINATION RC3 COMBINE DL 1.2 SL 1.6 LOAD COMBINATION RC3I1 COMBINE DL 1.2 SL 1.6 WIMR 0.8 LOAD COMBINATION RC4I1 COMBINE DL 1.2 SL 0.5 WIMR 1.3 LOAD COMBINATION RC3I2 COMBINE DL 1.2 SL 1.6 WIPR 0.8 LOAD COMBINATION RC4I2 COMBINE DL 1.2 SL 0.5 WIPR 1.3 LOAD COMBINATION WINDS COMBINE DL 0.9 WIMR 1.3 LOAD COMBINATION WIND4 COMBINE DL 0.9 WIPR 1.3 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ Result Reporting and Designing Block $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ units kips inches $ LIST PLOT DEVICE DXF SELECT LOAD ALL OUTPUT DECIMAL 2 $ LIST FORCES REACTIONS DISPLACEMENTS LIST REACTION ENVELOPE ALL $ LIST REACTION ALL LIST FORCE ALL $ LIST FORCE ENVELOPE ALL $ LIST DISPLACEMENT ENVELOPE ALL $ LIST FORCE ENVELOPE ALL FINISH 31 4- 0539 e, co stip a3 qv- T45-1-0818 8 31H-901$ mob% ! e GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling Construction under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following check list prior to and during design. Applicants are required to indicate appropriately and to submit the completed check list at time of application for a permit. 1 January 1, 1999 Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheating, house - rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40# per ft. up to 7,000 F.O.S. and an 80 M.P.H. wind. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. 1. Is a site plan included that indicates the distances of the proposed building or addition to property lines, other buildings, setback easements and utility easements? Yes / 2. Does the site plan include the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to property lines, wells (on subject property and adjacent properties), streams or water courses? Yes / 3. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes t 4. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes 5. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes '7A 2 4. 6. Do the plans indicate the size and location of ventilation openings for the attic, roofjoist spacess and soffits? Yes -ftln 7. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes ✓ 8. Does the plan include a building section drawing indicating foundation, wall, floor and roof construction? Yes ✓ 9. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes tY 10. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes ✓ 11. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing grade contours? Yes 12. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase 11 certifications or phase]] EPA certification? Yes No v azve.s not icti+G. - .3 tet._. 13. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No ✓ 14. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code? Yes No ✓ y7/4 15. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes No 711/4 16. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes No yI/q 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No IL/f 18. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes No 19. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectural committee deny or reject your building plans? Yes No -it. p9 20. Will this be the only residential structure on the parcel? PM Yes No If no -Explain: 21. Have two (2) complete sets of construction drawings been submitted with the application? Yes ✓ 22. Do you understand that the minimum size a home can be on a lot is a 20ft. x 20ft.? Yes No /}/F,1 23. Have you designed or had this plan designed while considering building and other construction code requirements? Yes ✓ No 24. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes ✓ No 25. Do you understand that approval for design and/or construction changes are required prior, to the application of these changes? Yes ✓ No 4 26. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit Fee" as well as any "School Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes d No 27. Are you aware that twenty four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoon. Morning inspections must be called in by 12:00 p.m. the day before; afternoon inspections must be called in by 5:00 p.m. the day before. Failure to give twenty four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 945-9159. Yes - v' No 28. Are you aware that you are required to can for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes No 29. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for the project complying with the Uniform Building Code? Yes V No 30. Are you aware that If you are accessing a county road and do not have an existing driveway you will reed to acquire a driveway permit from Garfield County Road and Bridge? Their phone number is 945-6111. You will need to show proof prior to the issuance of the building permit.s.A../AA I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. si ature " i - 979- ?o 78.21.06.4.1c. Phone: 90- F i = 4 /5" / (days); Project Name: ei . 1 (F4th. Project Address: ea? •\_Leetcuet-N at, c� date 970- 5Y5 -49f75 (evenings) /20W//3 aul4ciletk, Pie.3,23 5 r Notes: If you have answered "No" on any of the questions, you maybe required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. bptninreq 6 0 z H County Road (Note the Road Number and Name) 1994 Building Code Setbacks: 25 feet front and rear and 10 feet on the fides Snowload: 401bs. /sq. ft. up to 7000 feet Seismic: Zone 1 Windshear: 80 mph Wind exposure: B Windload: 151bs. /sq. ft. Frost Depth: 36 inches --30 inches from finished grade to top of footing (Liveload is snowload-imposed by snow) INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date I„uw3/.3o1C/21 Zoned Area Permit Na /151q AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the 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 notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. Address Owner it 0_ Descriptio sigct C ifz. i+ 5 C (d 1 4 m K.% y Contractor. 0U) (W V u I This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. 34-SAo3 THIS PERMIT IS NOT TRANSFERABLE Phone109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVED DO NOT DESTROY THIS CARD Date By VetettAk KC IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC INSPECTION RECORD Footing 4 -.7. j Foundation 4 _i ;_..,» 2(21 Underground Plumbing , Insulation Rough PlumbingDrywall � w. _ � s: v -oma .6f Chimney & Vent • Electric Final (by State Inspectort_57665g. Gas Piping fii Final 5-1,2.0 ( Electric Rough (By State Inspectar), j„z i-° c)0 Septic Final 0004_, Framing 6,-7,-).4)( 41..,, (To include Roof in place and Windows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. 34-SAo3 THIS PERMIT IS NOT TRANSFERABLE Phone109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVED DO NOT DESTROY THIS CARD Date By VetettAk KC IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC