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Home My WebLink AboutApplication- PermitJob Address Nature of Work No. 678-7 GAiRIIE D COUNTY BUILDING, SANITATION andPLANNING DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 S/%% .a ,a feer-1/4. C 8/460 Building Permit Use ofBuilding o�� Owner Contractor Amount of Ptrmit $ X39• o �! 362 °75 Date o�.�� 02.91 1998 U Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO Applicant to complete numbered spaces only. 'f41+HONE: (970) 943-8212 678? PERMIT NO. INSPECTION LINE; (970) 945-9159 PARCFIJSCHEDULE NO. JOB ADDRESS: ,� /f,) l R-• 1[ f t`S$ 1 ' e.s , iq ` \ f -Pie i L j , s7 +, g) �i 1 LOT NO. BLOCK"NO. SUBDIVISION/EXEMPTION 2 OWNER goKFT.e t C) 3S Ar—s<5-17 v 7 VICf$S 7 4. ea:cox* 710_509-0i3o milr SAtm.(-- '7 3 JA COI.'[RACIOPI se...�.`r. A PH: LIC NO: ADDRESS PH: LIC NO: ARCERTFCVENCIDIFER 5 SQ. FT. OFBOI MIG i�0 0 C 80. F . OF LOT 40 /1,cHF WI' ! z 1NO.OP P 0012C USE OF BUIDD.IG 'he r+ (Gelza5e 7nF3 "wORlf'!!/ET-(6#1BLC . 41,1 /'els go L r i t C r4o v R. 8 CLL78 OF MUM, iFBIV oADDITICW =ALTERATION .MOVE .REMOVE 9 OAOACTE ose/uLE ODOUR[$ CARPORT: oENG<E oDOt1BLE 10 o DRIVEWAY PERMIT ZON STIE SEWAGE DISPOSAL [SEPTIC) DERE PLAN VALUATION OF WORM 1 ire, 2. O oo r� ADMITTED VALUA ION:1 , SPECIAL CONDMONE: 1 G JV ']V .46..._.,...0,7. ct,fa _ G24/361,61) NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN ISO DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED ORABANDONED FORA PERIOD OF 1S0 DAYS AT ANY TIME AFTER WORK JS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW 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 OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION, Date 4 -10-98 PLAN CHEC FEE: .23 9. d A/ PERMIT FEE: ' �' 7'T / /y TOTAL F DATE PERMIT ISSUED: • 0 r OCC: GROUP: CONST: TYPE: a / J l/� 1 / ZONING: SETBACKS: Signature Df Owner, Contractor or authorized agent %f�,�. reed and ,, -. _ _mss .� _1 . ^ ' All _ � ... , ,. , . notice above, , v +('. �fr�C�MANu. HOME: ISDS NO. & FEE: Building Dept_ Approva M . Planing Dept. , , . AIM AGREEMENT PERMISSION IS HEREBY GRANTED 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 REVI£WF,D BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, TT1E SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED EIY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE 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 TIME COUNTY AND THAT THEN AND THERE rr SHALL BECOME NULL AND VOID_ THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER. REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN V IOLATTON OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS .AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIF ti ORLIABILIITES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. IIID RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITHTHE ARCHITECT, DESIGNER, BUILDER ANI) OWNER, COMMENTS ARE. INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST, GatfoGn.003 I HEREBY ACKNOWLEDGE TTTAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. f INIFIALI &239. 0E/ 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 the 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, 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 & cold running, water, floors and walls finished an a privacy door. All steps outside or inside over three (3) steps must have handrails, guardrails 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 VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # 7�-7 Signature Date prmtcond,lst -7 c is do 71' )-4}7._..2 --1 -6/ 45 0, o° ;Levi- a_3",0 r o_., T 7 0 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. w 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 Iocation and direction of the County or private road accessing the property? Yes 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 Do the plans indicate the size and location of ventilation openings for the attic, roofjoist spacess and soffits? Yes Do the plans include design loads as required under the Uniform Building Code for roof snow loads, (a minimum of 40 pounds per square foot in Garfield County), 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 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 H certifications or phase II EPA certification? Yes No 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 15. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes No 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 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No 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 3 20. Will this be the only residential structure on the parcel? Yes No If no -Explain: 21. Have two (2) complete sets of construction drawings been submitted with the application? Yes 22. Is this an application for the placement of a manufactured home? Yes No If yes, have you specified the size of the unit (min. 20ft. x 20ft.); live roof load (min. 40#); wind design (min. wind speed of 80 mph & 15 lb. wind load); foundation design; method of anchoring? Yes 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 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 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 No 28. Are you aware that you are required to call 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 4 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 No 30. If you are accessing a county road and do not have an existing driveway you wilt need 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. 1 hereby acknowledge that 1 have read, understand and answered these questions to the best of my ability. signature date Phone: (days); (evenings) Project Name: Project Address: Notes: If you have answered "No" on any of the questions, you may be 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. Per App 02.95 Effective August 15, 1995 5 t -\T 513 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 Issue .. f1W Zoned Area Permit No (611 AGREEM ENT 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 IM EDIATELY BECOME NULL AND VOID. Use Ci* Pkte Address or Legal D script' SwIS iSsove55 RiAligr 0.4 OwnerC Qt ) Contractor 0 Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing : , _ - Foundation. ,. . Underground Plumbing LW Insulation , Rough Plumbing N 4 Drywall r,1,L)_ Chimney & Vent A Electric Final (by State Inspector) k. 990,,.--. Gas Piping /04 Final •1--,q _9,1 a,,.., Electric Rough (By State Inspec(or) Septic Final rite -- Framing --4.- ! `2'-`1'Notes: (To include Roof in place and Windows and Doors installed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. 91'ri THIS PERMIT IS NOT TRANSFERABLE Phone 9454Iffa 109 8th Street County Courthouse Glenwood Springs, Colorado. APrOVAP ROVEDDO NOT DESTROY THIS CARD ED• WBy116 /CC IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC Date r 1 4 SUNWARD 700 13th Avenue, S.E. (701) 2 PERMIT DRAW1N NOTE: THESE PLANS AND SPECIFICATIONS FOR CONS' BUILDING ARE NOT TO BE USED FOR ERECTION PLANS ARE FOR BUILDING DEPARTMENT PERIM- THE ANCHOR BOLT PLAN PORTION IS FOR CONS' ,ORPORAT1ON Jamestown, ND 32-7390 1S 'RUCTION OF THIS PURPOSES. THESE f PURPOSES ONLY. RUCTION. ST. TBJECT 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. C1 AB3 X -BRACE THIS BA 30-3 OUT / OUT ENDWALL CONCRETE AB3 LJ AB3 AB3 S1 51 AB3 e e m e 28-3 CENTER / CENTER ANCHOR BOLTS 0 0 I AB3 C1 51,6 Wo X -BRACE THIS BAY 5-6'/h . 16-4 10-3 16-8 50-3 OUT / OUT SIDEWALL A\CHO 3OLT SEI (FOR REACTIONS AND DETAILS SES AB_ DENOTES ANCHOR BOLT SIZE, n DE tt C1 AB3 AB3 AB3 A83 Q AB3 Q 5-61/2 10-3 16-4 61/2 CONCRETE AB3 5'/2 TTI N G PLAN E A2 AND A3 OF 3) NOTES ANCHOR BOLT DETAIL 00/ A SUNWARD CORPORATION Buyer : EXTREME CONSTRUCTION Drawn By: RC Cust. : BRETT CLOSS 5 -20 -SS Descr.: 30X50X12 1.00 :12 Check � Air Site : RIFLE, CO Scale : NONE P.O. : G19989 SHEET NO. Al OF 3 WALKDOOR ANCHOR BOLT DETAIL FRAMED OPENING ANCHOR BOLT DETAIL WHEN FIELD LOCATING WALKDOOR DO SO IN ONE FOOT INCREMENTS STARTING AT STEEL LINE. EXAMPLE: 1'-81/2", 2'-8112", 3'-81", ETC. USE 1/2" 0 x 3-3/4" EXPANDED ANCHORS OR EQUAL, MINIMUM EMBEDMENT 2-1/4". 1) SEE ANCHOR BOLT SETTING PLAN FOR LOCATION. 2) USE 1/2" 0 ANCHOR BOLTS. DETAIL WALL LINE DETAIL DOOR t OPENING r J J z Ld 314" 0 (TYP) ANCHOR BOLTS 4" _ -N/L- 51/2,. Nle5i„ BASE: 6" x 8" 0 11/2" 5I DEWALL BASE: 5 x 8 * SEE ANCHOR BOLT SETTING PLAN FOR ANCHOR BOLT DIAMETER VERIFY LENGTH AND WIDTH DIMENSIONS CHECK YOUR ANCHOR BOLT tE ;'TING PLANS TO MAKE CERTAIN THAT THE DIMENSIONS LISTED AGREE WITH THE DIMENSIONS ON YOUR CONTRACT SHEETING NOTCH MARK ACCESSORY SCHEDULE DESCRIPTION DETAIL OMIT AT DOOR OPENING AND AS SHOWN ON ANCHOR BOLT SETTING PLAN. tL„ 0 A ° ° 4 ° a ° ° ° J J 0 z iJ 1L" 414" 0 (TYP) ANCHOR BOLTS SIDEWALL BASE: 6" x 8" 3070 WALK000R F/O [TT 10-0 X 10-0 FRAMED OPENING QTY. 1 2 GENERAL NOTES 1. THIS BUILDING IS DESIGNED FOR THE FOLLOWING LOADS IN ACCORDANCE WITH THE 1994 UBC BUILDING CODE. ROOF LL = 60.00 psf WIND LOAD = 90.00 mph or psf EXPOSURE B COLLATERAL LOAD = 0.00 psf SEISMIC ZONE = 1 CRANE = N/A TYPE N/A MEZZANINE LOAD: LL = N/A psf DL = N/A psf 2. ANCHOR BOLTS AND ANY OTHER ITEMS EMBEDDED IN CONCRETE, INCLUDING ALL MASONRY FASTENERS AND ANCHORS, ARE NOT BY SUNWARD. 3. FOUNDATION DESIGN OR ANY OTHER CONCRETE DESIGN WORK IS NOT BY SUNWARD (CONSULT A LOCAL ENGINEER FOR THE DESIGN OF FOUNDATION AND CONCRETE WORK). 4. BASE PLATES ARE DESIGNED ASSUMING CONCRETE HAS A MINIMUM STRENGTH OF 2500 psi AT 28 DAYS. 5. BASE PLATES SIZES ARE 3" x 8" UNLESS NOTED. 6. ALL REACTIONS ARE GIVEN IN KIPS (1000 LBS). MATERIAL SPECIFICATIONS 1. GIRTS, PURLINS, AND EAVE STRUTS: ASTM A570, GRADE 55. 2. 11 GA. AND 7 GA. WEB PLATE: ASTM A570, GRADE 50. 3. 0,25 AND GREATER WEB PLATE: ASTM A572, GRADE 50. 4. BAR STOCK: ASTM A529, GRADE 50. 5. SHEETING: ASTM A446, GRADE "E" 80,000 psi. 6. TRIM: ASTM A446, GRADE "D" 50,000 psi. 7. BRACING: EHS ZINC COATED STEEL WIRE STRAND CONFORMING TO: ASTM A475 -72a. 8. ANCHOR BOLT: ASTM A307 OR A36 ROD MATERIAL. 9. HIGH STRENGTH BOLTS: ASTM A325 (USED WHERE SPECIFIED ON DRAWINGS). ASTM A325 BOLTS ARE DESIGNED AS BEARING TYPE CONNECTIONS AND THREADS ARE INCLUDED IN THE SHEAR PLANE IN THE DESIGN OF THESE BOLTS. �yss00111 Juni/ _ Y, A A A SUNWARD CORPORATION Buyer : EXTREME CONSTRUCTION Drawn By: RC Cust. : BRETT CLOSS 5'28-98 Descr.: 30X50X12 1.00 :12 Check By: ix Site : RIFLE, CO to /1 /18 Scale : NONE P.O. : 019989 SHEET NO. A2 OF 3 FRAME REACTIONS LEFT EH= 1 2. 000 (FT) RIGHT EH- 1 2. 000 (FT) DISTANCE TO PEAK FROM LEFT RS: 1. 000 /12 RIGHT RS: 1 . 000 /12 LEFT SI DE: 15. 000 (FT) L P R 30 0 I HL I --->s I HR I I I VL FRAME LI NES (G1 9989 #1 ): 2 3 VR BUI LOI NG LOADS DL SL WLL WLR UBL SEI L SEI R COMB COMB # 1 # 3 COLUMN REACTI ONS (KI P5) HL 0. 26 5. 20 - 3. 20 0-. 1 4 3. 90 -0. 1 7 0. 17 5. 46 - 2. 94 VL 0. 89 1 5. 00 - 4. 57 - 3. 15 13.24 - 0. 13 0. 13 1 5. 90 - 3. 67 HR 0. 26 5. 20 0. 1 4 -3. 20 3. 90 0. 1 7 -0. 1 7 5. 46 0. 40 VR 0. 89 15. 00 - 3. 1 5- - 4. 57 9. 26 0. 13 - 0. 13 15. 90 -2. 25 NOTE: LOAD COMBINATIONS LISTED ARE NOT COMPLETE FOR FOUNDATION DESI GN. I T MAY CONTROL BY DOI NG ADDITIONAL COMBINATIONS OTHER THAN LISTED. LOAD COMBINATIONS: COMB # 1--> 1.00 X(DL+ SL) COMB # 3--> 1.00 X(DL+ WLL) UBL-> 1,DOX SNOW LOAD ON LEFT SLOPE ROOF+ 0.50X SNOW LOAD ON RIGHT SLOPE ROOF BASE PLATE SUMMARY: L. COL: 5, 00 X 8. 00 X 3/8" ( 2) 3/4" 0 A.B.'S R. COL: 5. 00 X 8. 00 X 3/8" ( 2) 3/4" 0 A.B.'S NOTES: 1. THE POSITIVE DIRECTIONS FOR THE FRAME COLUMN REACTIONS ARE HORIZONTAL - INWARD DIRECTION TO THE BUI LDI NG. VERTI CAL - UPWARD DI RECTION. 2. FORCES ON FOUNDATI ON WILL ACT I N THE OPPOSI TE DI RECTI ON TO THE DI RECTI ON OF THE COLUMN REACTIONS. ANCHOR BOLT SCHE3UL MARK QTY. DIA. LEN. A B C PR' A81 8 1 jrr 111A" 10" 11A" 1 /A" 12 AB3 24 4o� 1'-5h/ 1'-3" 21ss �e 21 24i 4 1 1 �� 1 3 �: 33 EXPANDED ANCHOR OR ECU A-307 ANCHOR BOLT 1 C B MIN, NUT A ENDWALL COLUMN REACTIONS FRAME LINE 0 & 7 7 DL+LL DL+WL COL. LINE V H V ® 2.11 0.27 -0.4 Q 5.81 0.59 -1.24 © 5 - SI 0 . 5g -1.24 © 2.11 0.21 -0.4, REACTIONS FOR WIND LOAD (DUE TO X -BRACING) COL. LINE(S) 0 FRAME LINES 0 H (+-) I.6 V (+ I . �c! I . 6 3 1.6 3 . A A SUNWARD CORPORATION Buyer : EXTREME CONSTRUCTION Drawn By: RC Cust. : BRETT CLOSS 5-25-98 Descr.: 30X50X12 1.00 :12 Check By: JUF_ Site : RIFLE, CO la /L/18 Scale : NONE P.O. : G19989 SHEET NO. A3 OF 3 0 EAVE HEIGHT [ERECTION REQUIREMENTS co 1 4 0 op— [p 1< U US ww ES— i ES - G— FOR CABLE BRACING SIZES AND DETAILS SEE G2 FOR FRAMING DETAILS SEE G3 FOR OVERHEAD F.O. DETAILS SEE G4 2-0 GIRT LAP. (2) FC -136 AT TOP OF EACH DOOR JAMB TO EAVE STRUT FC -94 AT END OF EACH CABLE TO CORNER COLUMN. 4 CC— N EAVE HEIGHT 16-4 5-8 10-0 5— Rd 1-0 J 50-0 OUT / OUT RED STEEL 0 L_ G— C- C— ELEVATI0N AT COL. LId ES— FC -51 FC -52 ERECTION REQUIREMENTS FOR CABLE BRACING SIZES AND DETAILS SEE G2 FOR FRAMING DETAILS SEE G3 2-0 GIRT LAP. 4 CC— BA-10 (TYP) c I Ia U U} L. LU ES— G- 16-4 16-8 50-0 OUT / OUT RED STEEL C- C - ELEVATION AT COL. LINI 0 r I U CC - 0 I uI FC -51 FC -52 4 CC— • ` C 1T• f% H y L 1/!j!i EJi ii 111'•x, LEGEND C- MAIN FRAME COLUMN RB- MAIN FRAME RAFTER PC- PORTAL COLUMN PR- PORTAL RAFTER CC- CORNER COLUMN EC- ENDWALL COLUMN ER- ENDWALL RAFTER DJ- DOOR JAMB DH- DOOR HEADER G- GIRT P- PURLIN ES- EAVE STRUT FC- FRAMING CLIP CL- SPECIAL CLIP RC- RIDGE CAP RS- ROOF SHEET SW- SIDEWALL SHEET EW- ENDWALL SHEET FTC- FRAMING CLOSURE T- TRIM TR- SPECIAL TRIM AL- ANGLE A- SPECIAL ANGLE FB- FLANGE BRACE ECB- ENDWALL CABLE BRACE RCB- ROOF CABLE BRACE SCB- SIDEWALL CABLE BRACE CENTER LINE N.A. NOT APPLICABLE F.S. FAR SIDE N.S. NEAR SIDE N.B.S. NOT BY SUNWARD O.C. ON CENTER 5_ STEEL LINE A.S. AS SHOWN O.H. OPPOSITE HAND TYP. TYPICAL U.N. UNLESS NOTED 1 A A A SUNWARD CORPORATION Buyer : EXTREME CONSTRUCTION Drawn By: RC Cust. : BRETT CLOSS 5-28-98 Descr.: 30X50 X12 1.00 :12 Check By: Site : RIFLE, CO Scale : NONE P.O. : G19989 SHEET NO. El OF 7 FC -58 FC -165 FC -57 0 1 EAVE HEIGHT ERECTION REQUIREMENTS (2)FC-159 AT EACH ENDWALL COLUMN BASE. FC -4 AT END OF EACH GIRT AT OPEN SIDE OF COLUMNS. FC -7 AT END OF EACH GIRT AT WEB SIDE OF COLUMNS. FC -62, FC -63 AND FC -64 AT RAFTER PEAK SPLICE. FOR ENDWALL DETAILS AND BOLT REQUIREMENTS SEE 01 (2)FC--50 AT EACH CORNER COLUMN BASE. 9 w m 4 m 00 12.00 FC -158 — FC -165 FC -157 — FC -158 FC -165 — FC -157 X1.00 CC - 9 -3 10-0 9-3 FC 5E FC -1E FC -5 i © © 0 0 30-0 OUT / OUT RED STEEL EC— EC— ELEVATION AT FRAVE LI \ E CC— m I 4 FC -58 -- FC-165 FC -57 - 0 N EAVE HEIGHT ERECTION REQUIREMENTS (2)FC-159 AT EACH ENDWALL COLUMN BASE. FC -4 AT END OF EACH GIRT AT OPEN SIDE OF COLUMNS. FC -7 AT END OF EACH GIRT AT WEB SIDE OF COLUMNS. FC -62, FC -63 AND FC -64 AT RAFTER PEAK SPLICE. FOR ENDWALL DETAILS AND BOLT REQUIREMENTS SEE G1 (2)FC-50 AT EACH CORNER COLUMN BASE. 9 I 4 FC -158 -� FC -165 FC -157 ER - 12.00 — FC -158 FC -165 - FC -157 11.00 FC- 58 FC -165 - FC -57 CC - 9 -3 10-0 9-3 30-0 OUT / OUT RED STEEL EC- EC - ELEVATION AT EAIVE EIRE 4 0. CC- , q , U1111 t01,4/ rte. Q�6/8 N, f F. 4„) en. i c� fit ;4 \\ 'ilitti111111',1' \\� A SUNWARD CORPORATION Buyer : EXTREME CONSTRUCTION Drawn By: RC Cust. : BRETT CLOSS 5-28-98 Descr.: 30X50X12 1.00 :12 Check By: Site : RIFLE, CO Scale : NONE P.O. : G19989 SHEET NO. E2 OF 1 ERECTION REQUIREMENTS, FC -28 UNDER EVERY PURLIN AT ENDWALLS. FOR CABLE BRACING SIZES AND DETAILS SEE G2 FOR FRAMING DETAILS SEE G3 4-0 PURLIN LAP. PBA -10 LOCATED IN CENTER OF EACH BAY AS SHOWN AND TO BE INSTALLED BEFORE ROOF SHEETING SEE G2 * DENOTES WEB STIFFENER FC -124 SEE 3/G3 4 ES- P- (TYP) RB- RB- - (TYP) 1 PBA -10 1 (TYP) 1 ES- 16-4 P- (TY ES- - (TYP) G ES - 16 -8 r 50-0 OUT / OUT RED STEEL ROOF F GAMING w w 4 frlirilis:i\011\\ A A A SUNWARD CORPORATION Buyer : EXTREME CONSTRUCTION Drawn By: RC Cust. : BRETT CLOSS 5-28-98 Descr.: 30 X50 X12 1.00 :12 Check By: Site : RIFLE, CO Scale : NONE P.O. : G19989 SHEET NO. E3 OF 1 ERECTION REQUIREMENTS BEGIN SHEETING STARTING CENTERLINE OF HI -RIB AT STEEL LINE. 1-0" BACKLAP AT LEFT END. FIELD CUT PANELS AS REVD AT FRAMED OPENING(S). FOR TRIM DETAILS SEE G5 FOR SCREW PATTERNS SEE G7 ERECTION REQUIREMENTS BEGIN SHEETING STARTING CENTERLINE OF HI -RIB AT STEEL LINE. 1-0" BACKLAP AT LEFT END, FOR TRIM DETAILS SEE G5 FOR SCREW PATTERNS SEE G7 STE-10 (TYP) N V) N N En 7 (f) 7 (f) 7 V) 7 V) 7 7 V) 7 V) I 7 V) FTC -10 HT -108 FTC -10 HT -108 ELEVATION AT COL. STE-10 (TYP) ELEVATI O \I AT COL. N 1 L—MS k `,,\+,\I} ] 111l: r r l,, _.':` ~ . `', ..:.) ',RA - . 6/0pAt. '`,;,i'`�� + .lillili�i�',�` + A FTC -10 HT -108 1 11 —I-4 o - 0o FTC -10 HT -108 SW -1 ( 17 REQ D) SUNWARD CORPORATION Buyer : EXTREME CONSTRUCTION Drawn By: RC v) Descr.:30X50X12 LOO :12 Check By: Site : RIFLE, CO ti `,,\+,\I} ] 111l: r r l,, _.':` ~ . `', ..:.) ',RA - . 6/0pAt. '`,;,i'`�� + .lillili�i�',�` + A SW -1 ( 17 REQ D) D `,,\+,\I} ] 111l: r r l,, _.':` ~ . `', ..:.) ',RA - . 6/0pAt. '`,;,i'`�� + .lillili�i�',�` + A SUNWARD CORPORATION Buyer : EXTREME CONSTRUCTION Drawn By: RC Cust. : BRETT CLOSS 5-28-98 Descr.:30X50X12 LOO :12 Check By: Site : RIFLE, CO Scale : NONE P.O. : G19989 SHEET NO. E4 OF 1 (ERECTION REQUIREMENTS 1 BEGIN SHEETING STARTING CENTERLINE OF HI -RIB AT STEEL LINE. FOR TRIM DETAILS SEE G5 FOR SCREW PATTERNS SEE O7 STG-104 (TYP) PBC -2 SNP -1S + SIG-iO4 (TYP) w w w w U w w w w ELEVATION AT FAN/E LINE 1 0 1 IEREC' BEGI CENT' AT Si FOR 1 FOR 1 TION REQUIREMENTS J SHEETING STARTING _RLINE OF HI -RIB -EEL LINE. TRIM DETAILS SEE G5 ;CREW PATTERNS SEE G7 W SCHEDULE OF ACCESSORIES NO. REQD DESCRIPTION LOCATION 3070 WALKDOOR W/ HARDWARE FIELD 2 STG-104 MP) N W 10- 0 X 10- 0 FRAMED OPENING W/ FULL TRIM PBC -2 SNP -1S W W STG-104 (TYP 1 1) W ELEVATION AT FRAME LICE 4 A A A SUNWARD CORPORATION Buyer : EXTREME CONSTRUCTION Drawn By: RC Cust. : BRETT CLOSS 5-28-983 Descr.: 30X50X12 1.00 :12 Check By: Site : RIFLE, CO Scale : NONE P.O. : G19989 SHEET NO. E5 OF ERECTION REQUIREMENTS BEGIN SHEETING STARTING CENTERLINE OF HI -RIB AT STEEL LINE. 1-0" BACKLAP AT LEFT END. 17 RIDGE CAPS (RC -1) AT PEAK. FOR SCREW PATTERNS SEE G7 OOP SHEETING PLA 0 cc `\\\ •ttttt�rrt�rr:rri t. " //Irrrr.s A A SUNWARD CORPORATION Buyer : EXTREME CONSTRUCTION Drawn By: RC Cust. : BRETT GLOSS 5-28-98 Descr.: 30X50 X12 1.00 :12 Check By: Site : RIFLE, CO Scale : NONE P.D. : G19989 SHEET NO. E6 OF 1 co i 4 2-0 EAVE HEIGHT 12.00 1.001 4-81'16 15-0% 4-815116 4-515A6 FB - 15 -0 B- 15-0 30-0 OUT / OUT OF STEEL CROSS SECTION AT FSA VIE LINES PLATE SIZE TABLE SPLICE BOLT TABLE CONN: A B C LEFT SIDE RIGHT SIDE SPLICE QTY SIZE TYPE 5 X e X 8 N/A A 2 3 X 1-52 A307 B&N 5 X 2 XX 1-916 5 X 2 XX 1-916 10 4 X 2 A325 B&N 5 X 2 X 1-94 N/A C 10 3 4 X 2 A325 B&N VERTICAL CLEARANCE AT LEFT HAUNC VERTICAL CLEARANCE AT PEAK = 10 HORIZONTAL CLEARANCE HAUNCH TO SYM ABOUT Q RIDGE 2, 3 'H = 10-04 PEAK = 12-95A8 1 `,`,A\titCt 111rlrf�� • �. -..-...• r y A A A SUNWARD CORPORATION Buyer : EXTREME CONSTRUCTION Drawn By: RC Cust. : BRETT CLOSS 5-28-98 Descr.: 30X50X12 1.00 :12 Check By: Site : RIFLE, CO Scale : NONE P.O. :G19989 SHEET NO. El OF 1 PURLIN EAVE STRUT ENDWALL RAFTER CLIP FC -70 9" 11/4" -(6) 16i• 0 x 11/4" A325 BOLTS CLIP FC -58 -CLIP FC -57 AL -14 AT LINE O OA ONLY j. CORNER COLUMN C CORNER COL. TO ENDWALL RAFTER 2" 3" 4" z PURLIN ENDWALL RAFTER -------------- CLIP FC -165 1 •� • 1 (F.S. ONLY) • 4 u 11/4" (12)1%"0x11/4" A325 BOLTS CLIP FC -158 CLIP FC -157 ENDWALL COLUMN 616" Z ENDWALL GIRT CLIP FC -51 CLIP FC -4 CORNER COLUMN 616" Z SIDEWALL GIRT SHEETING CLIP FC -52 ENDWALL COL. TO ENDWALL RAFTER CLIP FC -4 ENDWALL COLUMN CLIP FC- 7 6i " Z ENDWALL GIRTS GIRT TO CORNER COLUMN J J w U) CLIP (2) FC -50 �CORNER COLUMN /(2)1/1"0x11/1" A325 BOLTS #f /—' (2) .;'4" 0 A307 �r ANCHOR BOLTS 11/1lib: 11�t" ENDWALL 9" 6 GIRT TO ENDWALL COLUMN ENDWALL COLUMN CLIP (2) FC -159 (4) 16" 0 x 116" A325 BOLTS (4) 4'4" ? A307 ANCHOR BOLTS j Y ENDWALL CORNER COLUMN BASE DETAIL 9 ENDWALL COLUMN BASE DETAIL X10 2 PURLIN CLIP FC -62 CLIP FC --64 (N,S.) ONLY PEAK DETAIL W/O CENTER COLUMN 3 CLIP FC -64 CLIP FC -62 ENDWALL RAFTER (12) '/z" 0 x 11/4" A325 BOLTS CLIP FC -63 PEAK DETAIL W/O CENTER COLUMN 4 SHEETING ANGLE (SA -10) 1- r CLIP FC -70 ---_I • • EAVE STRUT AL. -11 ENDWALL RAFTER AT LINE QA O1 ONLY a 4" 11/4" CORNER COLUMN NOT SHOWN FOR CLARITY EAVE STRUT BACK BRACE DETAIL 5 • • PURLIN STUB PURLIN FC -28 4" 12 x 1" S.D.S. (CA) SHEETING ANGLE (SA -10) • ENDWALL RAFTER 7 PURLIN TO ENDWALL RAFTER 8 AT LINE OA ® ONLY C. • • 1 DOOR JAMB 6hIz" Z ENDWALL GIRT CLIP CL- [ CLIP FC -4 • 1- • N CORNER COLUMN 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 CROSS SECTION OF MAIN FRAME FOR PURLIN ORIENTATION. A A A CORNER COLUMN DETAIL 11 SUNWARD CORPORATION Buyer : EXTREME CONSTRUCTION Drawn By: RC Cust. : BRETT GLOSS 5-20-58 Descr.: 30X50X12 1.00 :12 Check By: Site : RIFLE, CO Scale : NONE P.O. : G19989 SHEET NO. G1 OF -I 41 WELDED FRAME -N.1 !1 NUT I! jr FLAT WASHER /elk HILLSIDE WASHER 1 BACK—UP PLATE 1 1 (AS LABELED ON 1 FRAMING ELEV. 1 AND PLANS) EYE BOLT CABLE GRIP CABLE BRACING AT WELDED FRAME CABLE CABLE GRIP BRACE EYE BACK—UP PLA1 (AS LABELED C FRAMING ELEV. AND PLANS) WELDED FRAME 1 BRACING AT WELDED FRAME 14 7 '10 J 0 z w CLIP: FC -94 NUT EYE BOLT CABLE CABLE GRIP HILLSIDE WASHER FLAT WASHER CORNER COLUMN SIDEWALL SW BRACING AT CORNER COLUMN 1 3 REF. "A CABLE 0 EYE BOLT "A" DIM. "B" DIM. TOTAL (—) 5/16" 11" 6" 17" „ 7 18" FLAT WASHER HILLSIDE WASHER EYE BOLT NUT A DIM 9 23" CABLE GRIP CABLE BRACE EYE ,047.1.4«L?z 0443 4 CROSSOVER CROSSOVER MARK MARK SEE SHIPPING LIST FOR CABLE LENGTH 8 DIM LENGTH = FIELD MEASUREMENT �- DIRECTIONAL SYMBOL POINTS TO THE EYEBOLT END OF THE CABLE ASSEMBLY, SEE FRAMING ELEVATIONS AND PLANS. IF NO SYMBOL IS SHOWN, THE ENDS OF THE CABLE ASSEMBLY ARE INTERCHANGEABLE. 6 CABLE BRACING ASSEMBLY GENERAL NOTES: 1.) ALL BOLTS TO BE 1/2" 0 x 1-1/4" A307 (U.N.) 2.) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) 3.) ALL DIMENSIONS ARE ±. 9 A A 1 112 SUNWARD CORPORATION Buyer : EXTREME CONSTRUCTION Drawn By: RC Cust. : BRETT CLOSS 5'28'98 Descr.: 30X50X12 1.00 :12 Check By: Site : RIFLE, CO Scale : NONE P.O. : G19989 SHEET NO. G2 OF f #12 x 1" S.D.S. (GA) MAIN FRAME BOLTS ESA -1 EAVE STRUT MAIN FRAME RAFTER MAIN FRAME COLUMN MF TO EAVE STRUT ti 6-1/2 Z GIRTS MAIN FRAME COLUMN S.W. GIRT • 1'-0" 2'-O" OVERALL LAP (8) BOLTS REQ'D GIRT OVERLAP 4' -- 0' 2'-0" FLANGE BRACE AS REQUIRED (SEE FRAMING SECTION) MAIN FRAME RAFTER (8) BOLTS W/0 FLANGE BRACE, (10) PURLIN OVERLAP DOOR JAMB 11i t 616 Z S.W. GIRT 1'-O" (8) BOLTS REQ'D. GIRT OVERLAP @ LINE OVERALL LAP 2'-0" 1'--to16" 3OLTS W/ FLANGE BRACE. 0 ONLY MAIN FRAME COLUMN 2 5 MAIN FRAME RAFTER PURLIN CLIP DETAIL (9 z PURLIN ) GENERAL NOTES: 1.) ALL BOLTS TO BE 1/2" 0 x 1-1/4" A307 (U.N.) 2.) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) 3.) ALL DIMENSIONS ARE ±. 3 A A A SUNWARD CORPORATION Buyer : EXTREME CONSTRUCTION Drawn By: RG Cust. : BRETT CLOSS 5"28'9E3 Descr.: 30X50X12 1.00 :12 Check By: Site : RIFLE, CO Scale : NONE P.O. : G19989 SHEET NO. G3 OF 1 GIRT vr- Alk ®TRIM DOOR HEADER LEFT FINISH FLOOR TRIM DOOR JAMB 1 GIRT - RIGHT EAVE STRUT DOOR JAMB CLIP: FC -136 DOOR JAMB TO EAVE STRUT N n DOOR JAMB >—(2) 16" 0 A307 ANCHOR BOLTS SIDEWALL DOOR OPENING DOOR JAMB TO EAVE STRUT 1 DOOR JAMB BASE DETAIL TRIM C GIRT -- r DOOR HEADER LEFT FINISH FLOOR CORNER COLUMN RIGHT DOOR JAMB TO EAVE STRUT 10 DOOR HEADER DOOR JAMB 8" C DOOR JAMB DOOR HEADER TO DOOR JAMB 3 GIRT TO DOOR JAMB 4 6 7 GENERAL NOTES: 1.) ALL BOLTS TO BE 1/2" 0 x 1-1/4" A307 (U.N.) 2.) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) 3.) ALL DIMENSIONS ARE ±. 9 A n A 12 SUNWARD CORPORATION Buyer : EXTREME CONSTRUCTION Drawn By: RC Cust. : BRETT CLOSS 5-28-98 Descr.: 30X50X12 1.00 :12 Check By: Site : RIFLE, CO Scale : NONE P.O. : G19989 SHEET NO. Cs. OF 7 INSIDE CLOSURE 234 #12 x 1" S.D.S. EAVE TRIM #12 x 3/4" S.T.S. (1- 0" O.C.) EAVE TRIM SECTION ENDWALL PANEL CORNER TRIM SIDEWALL PANEL TEEL LINE ROOF PANEL #12 x 1" S.M. OUTSIDE CLOSURE EAVE STRUT WALL PANEL 1 12 x 3/4" S.T.S. 1'-6" O.C.) J W LJ 1- F -J CORNER TRIM DETAIL 6 SHEETING ANGLE (SA -10) GABLE TRIM OUTSIDE CLOSURE #12 x 3/4" S.T.S. (1'-0" O.C.) 12x3/4" 5. T. 5. (1'-6" D.C.) ROOF PANEL TAPE MASTIC #12 x 1" S.D.S. WALL PANEL GABLE TRIM SECTION HEADER TRIM #12 x 1" S.D.5. (1'- 6" O.C.) DOOR JAMB WALL PANEL #12 X 1" S.D.S. (1'- 6" D.C.) (TO BE IN PLACE BEFORE WALL PANEL IS INSTALLED) FRAMING CLOSURE DOOR JAMB TRIM (LEFT JAMB) 7 12 PEAK DETAIL DOOR JAMB T -IEADER TRIM 02 x 1" S.D.S. 1'--6" O.C.) )OOR JAMB 1VALL PANEL 12 x 1" S.D.S. 1' -6" O.C.) FRAMING CLOSURE RIM (RIGHT JAMB) 3 8 ROOF PANEL GABLE EAVE TRIM TRIM ENDWALL' PANEL SIDEWALL PANEL CORNER TRIM PEAK BLDG. CORNER DET. 13 HEADER 4 WALL PANEL #12 x 1" S.D.S. INSIDE CLOSURE 12 x 1" S.D.S. FRAMING (1'-6" O.C.) CLOSURE HEADER TRIM HEADER TRIM 9 A WALL PANEL INSIDE CLOSURE 5 BASE ANGLE (BA -10) #12 x 1" S.D.S. POWER DRIVEN FASTENERS (N.B.S.) (2'-0" o.C.) FOUNDATION (N.B.S.) BASE SECTION SECTION 10 A SUNWARD CORPORATION Buyer : EXTREME CONSTRUCTION Drawn By: RC Cust. : BRETT GLOSS 5-25-S8 Descr.: 30X50X12 1.00 :12 Check By: Site : RIFLE, CO Scale : NONE P.O. : 019989 SHEET NO. G5 OF 1 G6 41. GIRT TRIM - - f 0 /gbh FIELD LOCATE & 6%/2" Z GIRT DRILL 9ti6" HOLES AS REVDSUB WALKDOOR JAMB TRIM © WALKDOOR SUBJAMB TO GIRT 2 8" C WALKDOOR SUB JAMB DOOR FRAME Y-- a m Li-) o o a a RE F FINISH FLOOR a m of o o 0 ¢ 44 C DOOR FRAME ATTACHES TO JAMB USING #12 x 1" S.D.S. (GA) i'-6" O.C. FROM INSIDE OF JAMB OR FIELD WELD EACH EDGE WITH A 143" x 2" WELD, 1'-6" O.C. L *L ; f c LEFT RIGHT WALKDOOR SUBJAMB TO GIRT 1 DOOR FRAME TO DOOR SUBJAMB 5 8 g 9 10 #12 x 1" S.D.S. 61b" GIRT WALL PANEL INSIDE CLOSURE DOOR FRAME FRAMING CLOSURE 8" C WALKDOOR JAMB #12 x 1" S.D.S. (1'-O" O.C.) WALL PANEL FRAMING CLOSURE DOOR FRAME WALKDOOR HEADER TRIM 3 WALKDOOR JAMB TRIM 14 6 7 GENERAL NOTES: 1) ALL BOLTS TO BE 1/2" 0 x 1-1/4" A307 (U.N.) 2) VIEWS ARE FROM OUTSIDE OF BUILDING (U.N.) 3) ALL DIMENSIONS ARE ±. 4) REFER TO ANCHOR BOLT PLAN DETAILS FOR FIELD LOCATING JAMBS. A A A SUNWARD CORPORATION Buyer : EXTREME CONSTRUCTION Drawn By: RC Cust. : BRETT CLOSS 5-28-9S Descr.: 30X50X12 1.00 :12 Check By: Site : RIFLE, CO Scale : NONE P.O. : G19989 SHEET NO. Csra OF 1 M r w H H NOTE: SEE CROSS SECTION OF MAIN FRAME FOR PURLIN ORIENTATION. '-6" l'-6"1.-6" 1,-6" 1.-6" }'^6" 1,-6n l'-6" }'-6 1,-6" 1,-6" 1 6 1 ESC. T T T T T T T T -r -r T #12 x 3/4" SELF TAPPING SCR #12 x 1" SELF DRILLING SCR #12 x 1" S.D.S. #12 x 3/4" S.T.S. #12 x 1" S.D.S. (GA) (TYP) PBA -10 TO BE INSTALLED BEFORE APPLYING SHEETING. SEE ROOF FRAMING PLAN FOR LOCATION. NOTE: SELF DRILLING SCREW PATTERNS NON -INSULATED BUILDINGS: USE PATTERNS ®& ® . INSULATED BUILDINGS: USE PATTERN ® ONLY. (WHEN INSULATING BETWEEN THE SHEETING ANO RED IRON.) 4" OR MORE OF INSULATION REQUIRES SCREWS LONGER THAN 1". PLEASE ADVISE SUNWARD IF LONGER SCREWS WERE NOT PURCHACED. ROOF SHEETING (SKYLIGHT) END LAP #12 x 3/4" S.T.S. (AT EACH HI—RIB ROOF & WALL PRIMARY FASTENER SPACING A' RIDGE CAP, EAVE STRUT, SHEETING ANGLE, & t t t FASTENER SPACING AT INTERMEDIATE GIRTS. tl t FASTENER SPACING AT INTERMEDIATE PURLIN5. ROOF SHEETING (SKYLIGHT) SIDE LAPS WALL SHEETING S.T.S. TAPE MASTIC 6" MIN. LAP S.D.S. ROOF SHEET (SKYLIGHT) ROOF SHEET (SKYLIGHT) PURLIN ROOF SHEETING (SKYLIGHT) / S.T.S. ROOF SHEETING (SKYLIGHT) USE TAPE MASTIC AT ALL ROOF SEAMS AS SHOWN — REMOVE PAPER BACKING. in 0 z 1 S.T.; S.D. 101 SHEETING DESCRIPTION ROOF SHEETING 26 GA. COLOR DARK GREEN SCREW TYPE: ■ STANDARD ❑ STAINLESS STEEL ❑ OTHER EW (S.T.S.) == ''JW (S.D.S.) 1■1 WALL SHEETING 26 GA. COLOR NUTMEG BROWN SCREW TYPE: • STANDARD ❑ STAINLESS STEEL ❑ OTHER TRIM COLOR DARK GREEN PARTITION SHEETING N/A GA. COLOR N/A _\. i \ T RIDGE 1 t i PANEL BASE b CAPS) t ENDS, ANGLE. LAPS, LINER PANEL N/A GA. COLOR N/A SOFFIT PANEL N/A GA. COLOR N/A OTHER ACCESSORIES . HI—RIB PANEL SECTION 1.625" 3.3125" �. r � �� Irl 12" 12„ 12„ 36" t ____ jy—'\1_, }. t I t t LEGEND C— MAIN FRAME COLUMN RB— MAIN FRAME RAFTER CC— CORNER COLUMN EC— ENDWALL COLUMN ER— ENDWALL RAFTER DJ— DOOR JAMBO.C. DH— DOOR HEADER G— GIRT P— PURLIN ES— EAVE STRUT FC— FRAMING CLIP CL— SPECIAL CLIP RC— RIDGE CAP RS— ROOF SHEET SW— SIDEWALL EW— ENDWALL FTC— FRAMING CLOSURE T— TRIM TR— SPECIAL TRIM A.S. AS SHOWN CENTER LINE N.A. NOT APPLICABLE F.S. FAR SIDE N.S. NEAR SIDE N.B.S. NOT BY SUNWARD ON CENTER STEEL LINE O.H. OPPOSITE HAND TYP. TYPICAL U.N. UNLESS NOTED CABLE SIZES (WALL—LIGHT) END LAP RCB— ROOF CABLE BRACING SCB— SIDEWALL CABLE BRACING ECB— ENDWALL CABLE BRACING 0 NONE 0 NONE 1 NONE • 5/16" 0 • 5/16" 0 0 5/16" 0 0 3/8" 0 0 3/8" 0 In 3/8" 0 0 1/2" 0 0 1/2" 0 0 1/2" 0 I I ' WALL SHEET (WALL—LIGHT) GIRT NOMENCLATURE Q BA -10 - BASE SHEETING ANGLE; 2" x 4" x 16 GA., GALV_ PBA -10 - PURLIN BRIDGING ANGLE; 1" x 1" x 16 GA., GALV. SUNWARD CORPORATION Buyer : EXTREME CONSTRUCTION Drawn By: RC Cj, �. _ SA -10 - SHEETING ANGLE; 2-7/16" x 5-11/16" x 16 GA., GALV. CUSt. : BRETT CLOSS 5-28-98 FB-__ - FLANGE BRACE; Descr.: 30X50X12 1.00 :12 Check By: 1-1/2" x 1-1/2" x 1/8" ANGLE Site : RIFLE, CO FB -__x - FLANGE BRACE; 2-1/2" x 2-1/2" x 3/16" ANGLE Scale : NONE P.O. : G19989 SHEET NO. G1 OF 1