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HomeMy WebLinkAboutPlansCONDITIONS OF PERMIT BLCO-4-16-4168 Gregg Mackey Addition to Repair Shop 50 CR 100 Glenwood Springs, CO 1) ALL WORK MUST COMPLY WITH THE 2009 IBC, IMC, IPC, IFGC, IECC, IFC, AND THE MANUFACTURERS INSTALLATION SPECIFICATIONS. 2) ALL WORK SHALL COMPLY WITH USES PERMITTED IN THE "CL" ZONE DISTRICT. 3) BUILDING IS APPROVED AS TYPE IIB CONSTRUCTION, SI. OCCUPANCY. 4) LOCAL FIRE DISTRICT SHALL INSPECT FIRE EXTINQUISHERS, ALARMS, AND OTHER PERTINENT IFC REQUIREMENTS. FIRE DISTRICT FINAL APPROVAL LETTER IS REQUIRED FOR FINAL/COMPLETION INSPECTION. 5) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE MATERIALS PER 2009 IBC, SECTION 414 AND 2009 IFC, CHAPTER 27. 6) INTERCEPTORS AND SEPARATORS PER 2009 IBC, SECTION 1003, SEE ATTACHED. 7) OPEN -HOLE SOILS REPORT REQUIRED AT FOOTING INSPECTION, 1500 PSF. 8) ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. FINAL APPROVAL REPORT IS REQUIRED AT FRAME INSPECTION. 9) ACCESSIBILITY REQUIREMENTS PER 2009 IBC, CHAPTER 11, AND ICC/ANSI A117.1-2003. EXISTING NON -ACCESSIBLE TOILET ROOM WILL BE PROVIDED WITH UNISEX SIGNAGE. ADDED TOILET ROOM WILL BE AN ACCESSIBLE -UNISEX FACILITY. 10) LOCKS, LATCHES, AND LANDINGS PER 2009 IBC, SECTION 1008. 11) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. 12) VERIFY EXIT DIRECTIONAL SIGNAGE PRIOR TO ELECTRICAL ROUGH -IN INSPECTION. 13) ELECTRICAL ROUGH IN APPROVAL IS REQUIRED PRIOR TO FRAME INSPECTION. 14) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR CERTIFICATE OF OCCUPANCY. 15) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR CO/FINAL APPROVAL. 5e-ertr�rdri 7rf.J of'n7 /7/- i ELECTRICAL PERMITTING & INSPECTIONS ARE BY THE COLORADO STATE ELECTRICAL BOARD ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAMING INSPECTION ELECTRICAL FINAL APPROVAL IS REQUIRED AT CO/FINAL INSPECTION AP P SOD > I T TO OTED g4TEPTIO'Ng mspECTIONS i COUNTY ite5 Vice 1• 11. I _ WITHOUT 4ft BLCO-04-16-4168 Parcel No. 23.307400019 Y 1 N. 5 ReberIllegi& / / 1-1/4" PIe®tie bk Comer 1.5' Witness �7 o. / (-a 1_16'CMP 7 1 I N. I \ )''Qb °" i /�A¢o �� \ c Telephone Pedestal Storm Grate 7 7 Fence Posts )sails of Bearrg Parcel 5 Amended Plat Westhoff - Baker Ranch Reception No. 456395 No. 5 Rebar& 1-1/4" Plastic Cap LS No. 18478 Bears West 2.0' 2785' Concrete Manhole Lid `amvel Atea� ester Spgot Existing Steel Dome Building 45' x 99' 183.06' 85.82' 20.38' Building Flagstone Patio 28.6T—.19 Water Spigot Building 20.0 (Steel& Logi 20.9' (typical) 3.872 Acres ± CDOT ROW Monument —7 58.52' Witness Comer PLS 27272 ` Stop Sign Proj. 0821-083 OAC 4" PVC i Riser 1 `Grovel Area / Guy Wire R/'/2' Concrete lids 7. (3/ n Planter 75.80' 24" CPP Risers 0 00 `Grovel Area Existing Steel Building `\ 102.7'x30' l II II li II II Underground /'� Telephone Line �j'(!,� Marker Edge of Gravel 100.91' Point of Beginning Parcel 5 Amended Plat Westhoff - Baker Ranch Reception No. 456395 Stone w/ 1/2' Iron Rod Scribed SE Cor Lot 15 Bears South 1.7' East 1/4 Corner Section 7 3' BLM Brans Cap Dated 1987 \ l CMPPower Pok rtcfTTT... � (rypiceQ 76.65' N. \a NN. <\ 7 \r \ i \ c:: ---.---- .... Fence t 0 ----,........_4 \\i' -5360 Inve 032.5' \ \0414) � -1'29'35' 9ocord 140.31" Asphalt Driveway :.N 56'07'38' l L'apj�0aN 1-139.69' Gee e • Area 32.00' Fence k 7Ye Retaining wall 0 Water Manhole \ \ / / / / / / / Garfield County Parcel No. 239307400013 N N N N Old Ditch Bank Re470.82' 00155.66' 7=18'56'33' CB=S 66'49'20' E 4 s .. NEW STRUCTURE 9' 10' 8' Ll' -4'-1 EXISTING STRUCTURE PROJECT: 050 1 1 0 ROAD GLENWOOD SPRINGS CUSTOMER: GREGG MACKEY DRAWING BY:TOM ICE SCALE: NTS DATE: APRIL 21 , 20 1 6 PHONE: PHONE RED EAGLE CONSTRUCTION ROOFING THE ROCKIES SINCE 1 975 ASPEN PHONE & FAX: (970) 927-3100 VAIL PHONE & FAX: (970) 328-3 100 STEAMBOAT SPRINGS PHONE & FAX: (970) 875-1122 E-MAIL: INFOREDEAGLEROOF/NG. COM THIS DRAWING IS THE PROPERTY OF RED EAGLE CONSTRUCTION IT MAY NOT BE REPRODUCED OR DISTRIBUTED WITHOUT RED EAGLE'S CONSENT 28.6 , Conc. 40.0' Planter NGravel Area -\ Underground — Telephone Line Marker 4" PVC Riser 24" CPP Risers /Edge of Gravel Gravel Area 18" CMP Power Pole (typical) Septic O System - .00' Loncret- as (3 20.00' Existing Steel Building 102.7' x 30' Propane Tank Nrie,e-A,Z/prs 76.65' Grease Trap `Gravel Area 100.91' Parcel 5 Amended Plat /esthoff - Baker Ranch Reception No. 456395 Stone w/ 1/2" Iron Rod Scribed SE Cor Lot 15 Bears South 1.7' Fence 1. Eas 3" BLM CHAPTER 10 TRAPS, INTERCEPTORS AND SEPARATORS SECTION 1001 GENERAL 1001.1 Scope. This chapter shall govern the material and installation of traps, interceptors and separators. SECTION 1002 TRAP REQUIREMENTS 1002.1 Fixture traps. Each plumbing fixture shall be sepa- rately trapped by a liquid -seal trap, except as otherwise permit- ted by this code. The vertical distance from the fixture outlet to the trap weir shall not exceed 24 inches (610 mm) , and the hori- zontal distance shall not exceed 30 inches (610 mm) measured from the centerline of the fixture outlet to the centerline of the inlet of the trap. The height of a clothes washer standpipe above a trap shall conform to Section 802.4. A fixture shall not be double trapped. Exceptions: 1. This section shall not apply to fixtures with integral traps. 2. A combination plumbing fixture is permitted to be installed on one trap, provided that one compartment is not more than 6 inches (152 mm) deeper than the other compartment and the waste outlets are not more than 30 inches (762 mm) apart. 3. A grease interceptor intended to serve as a fixture trap in accordance with the manufacturer's installation instructions shall be permitted to serve as the trap for a single fixture or a combination sink of not more than three compartments where the vertical distance from the fixture outlet to the inlet of the interceptor does not exceed 30 inches (762 nun) and the developed length of the waste pipe from the most upstream fixture out- let to the inlet of the interceptor does not exceed 60 inches (1524 mm). 1002.2 Design of traps. Fixture traps shall be self -scouring. Fixture traps shall not have interior partitions, except where such traps are integral with the fixture or where such traps are constructed of an approved material that is resistant to corro- sion and degradation. Slip joints shall be made with an approved elastomeric gasket and shall be installed only on the trap inlet, trap outlet and within the trap seal. 1002.3 Prohibited traps. The following types of traps are pro- hibited: 1. Traps that depend on moving parts to maintain the seal. 2. Bell traps. 3. Crown -vented traps. 4. Traps not integral with a fixture and that depend on inte- rior partitions for the seal, except those traps constructed of an approved material that is resistant to corrosion and degradation. 5. "S" traps. 6. Drum traps. Exception: Drum traps used as solids interceptors and drum traps serving chemical waste systems shall not be prohibited. 1002.4 Trap seals. Each fixture trap shall have a liquid seal of not less than 2 inches (51 mm) and not more than 4 inches (102 mm), or deeper for special designs relating to accessible fix- tures. Where a trap seal is subject to loss by evaporation, a trap seal primer valve shall be installed. Trap seal primer valves shall connect to the trap at a point above the level of the trap seal. A trap seal primer valve shall conform to ASSE 1018 or ASSE 1044. 1002.5 Size of fixture traps. Fixture trap size shall be suffi- cient to drain the fixture rapidly and not less than the size indi- cated in Table 709.1. A trap shall not be larger than the drainage pipe into which the trap discharges. 1002.6 Building traps. Building (house) traps shall be prohib- ited, except where local conditions necessitate such traps. Building traps shall be provided with a cleanout and a relief vent or fresh air intake on the inlet side of the trap. The size of the relief vent or fresh air intake shall not be less than one-half the diameter of the drain to which the relief vent or air intake connects. Such relief vent or fresh air intake shall be carried above grade and shall be terminated in a screened outlet located outside the building. 1002.7 Trap setting and protection. Traps shall be set level with respect to the trap seal and, where necessary, shall be pro- tected from freezing. 1002.8 Recess for trap connection. A recess provided for con- nection of the underground trap, such as one serving a bathtub in slab -type construction, shall have sides and a bottom of cor- rosion -resistant, insect- and verminproof construction. 1002.9 Acid -resisting traps. Where a vitrified clay or other brittleware, acid -resisting trap is installed underground, such trap shall be embedded in concrete extending 6 inches (152 mm) beyond the bottom and sides of the trap. 1002.10 Plumbing in mental health centers. In mental health centers, pipes and traps shall not be exposed. SECTION 1003 INTERCEPTORS AND SEPARATORS 1003.1 Where required. Interceptors and separators shall be provided to prevent the discharge of oil, grease, sand and other substances harmful or hazardous to the building drainage sys- tem, the public sewer, the private sewage disposal system or the sewage treatment plant or processes. 2009 INTERNATIONAL PLUMBING CODE® 79 TRAPS, INTERCEPTORS AND SEPARATORS 1003.2 Approval. The size, type and location of each intercep- tor and of each separator shall be designed and installed in accordance with the manufacturer's instructions and the requirements of this section based on the anticipated condi- tions of use. Wastes that do not require treatment or separation shall not be discharged into any interceptor or separator. 1003.3 Grease interceptors. Grease interceptors shall comply with the requirements of Sections 1003.3.1 through 1003.3.5. 1003.3.1 Grease interceptors and automatic grease removal devices required. A grease interceptor or auto- matic grease removal device shall be required to receive the drainage from fixtures and equipment with grease -laden waste located in food preparation areas, such as in restau- rants, hotel kitchens, hospitals, school kitchens, bars, fac- tory cafeterias and clubs. Fixtures and equipment shall include pot sinks, prerinse sinks; soup kettles or similar devices; wok stations; floor drains or sinks into which ket- tles are drained; automatic hood wash units and dishwashers without prerinse sinks. Grease interceptors and automatic grease removal devices shall receive waste only from fix- tures and equipment that allow fats, oils or grease to be dis- charged. 1003.3.2 Food waste grinders. Where food waste grinders connect to grease interceptors, a solids interceptor shall sep- arate the discharge before connecting to the grease intercep- tor. Solids interceptors and grease interceptors shall be sized and rated for the discharge of the food waste grinder. Emul- sifiers, chemicals, enzymes and bacteria shall not discharge into the food waste grinder. 1003.3.3 Grease interceptors and automatic grease removal devices not required. A grease interceptor or an automatic grease removal device shall not be required for individual dwelling units or any private living quarters. 1003.3.4 Grease interceptors and automatic grease removal devices. Grease interceptors and automatic grease removal devices shall be sized in accordance with PDI G101, ASME A112.14.3 Appendix A, or ASME A112.14.4. Grease interceptors and automatic grease removal devices shall be designed and tested in accordance with PDI G101, ASME A112.14.3 or ASME A112.14.4. Grease interceptors and automatic grease removal devices shall be installed in accordance with the manufacturer's instructions. Exception: Interceptors that have a volume of not less than 500 gallons (1893 L) and that are located outdoors shall not be required to meet the requirements of this sec- tion. 1003.3.4.1 Grease interceptor capacity. Grease inter- ceptors shall have the grease retention capacity indicated in Table 1003.3.4.1 for the flow-through rates indicated. 1003.3.4.2 Rate of flow controls. Grease interceptors shall be equipped with devices to control the rate of water flow so that the water flow does not exceed the rated flow. The flow -control device shall be vented and termi- nate not less than 6 inches (152 mm) above the flood rim level or be installed in accordance with the manufac- turer's instructions. 1003.3.5 Automatic grease removal devices. Where auto- matic grease removal devices are installed, such devices shall be located downstream of each fixture or multiple fix- tures in accordance with the manufacturer's instructions. The automatic grease removal device shall be sized to pretreat the measured or calculated flows for all connected fixtures or equipment. Ready access shall be provided for inspection and maintenance. 1003.4 Oil separators required. At repair garages, car -wash- ing facilities, at factories where oily and flammable liquid wastes are produced and in hydraulic elevator pits, separators shall be installed into which all oil-bearing, grease -bearing or flammable wastes shall be discharged before emptying into the building drainage system or other point of disposal. Exception: An oil separator is not required in hydraulic ele- vator pits where an approved alarm system is installed. TABLE 1003.3.4.1 CAPACITY OF GREASE INTERCEPTORS' TOTAL FLOW-THROUGH RATING (9Pm) GREASE RETENTION CAPACITY (pounds) 4 8 6 12 7 14 9 18 10 20 12 24 14 28 15 30 18 36 20 40 25 50 35 70 50 100 75 150 100 200 For SI: 1 gallon per minute = 3.785 Um, 1 pound = 0.454 kg. For total flow-through ratings greater than 100 (gpm), double the flow- through rating to determine the•grease retention capacity (pounds). 1003.4.1 Separation of liquids. A mixture of treated or untreated light and heavy liquids with various specific grav- ities shall be separated in an approved receptacle. 1003.4.2 Oil separator design. Oil separators shall be designed in accordance with Sections 1003.4.2.1 and 1003.4.2.2. 1003.4.2.1 General design requirements. Oil separa- tors shall have a depth of not less than 2 feet (610 mm) below the invert of the discharge drain. The outlet open- ing of the separator shall have not less than an 18 -inch (457 mm) water seal. 1003.4.2.2 Garages and service stations. Where auto- mobiles are serviced, greased, repaired or washed or where gasoline is dispensed, oil separators shall have a a. 80 2009 INTERNATIONAL PLUMBING CODE® minimum capacity of 6 cubic feet (0.168 m3) for the first 100 square feet (9.3 m2) of area to be drained, plus 1 cubic foot (0.28 m3) for each additional 100 square feet (9.3 m2) of area to be drained into the separator. Parking garages in which servicing, repairing or washing is not conducted, and in which gasoline is not dispensed, shall not require a separator. Areas of commercial garages uti- lized only for storage of automobiles are not required to be drained through a separator. 1003.5 Sand interceptors in commercial establishments. Sand and similar interceptors for heavy solids shall be designed and located so as to be provided with ready access for cleaning, and shall have a water seal of not less than 6 inches (152 mm) . 1003.6 Laundries. Laundry facilities not installed within an individual dwelling unit or intended for individual family use shall be equipped with an interceptor with a wire basket or sim- ilar device, removable for cleaning, that prevents passage into the drainage system of solids 1/2 inch (12.7 mm) or larger in size, string, rags, buttons or other materials detrimental to the public sewage system. 1003.7 Bottling establishments. Bottling plants shall dis- charge process wastes into an interceptor that will provide for the separation of broken glass or other solids before discharg- ing waste into the drainage system. 1003.8 Slaughterhouses. Slaughtering room and dressing room drains shall be equipped with approved separators. The separator shall prevent the discharge into the drainage system of feathers, entrails and other materials that cause clogging. 1003.9 Venting of interceptors and separators. Interceptors and separators shall be designed so as not to become air bound where tight covers are utilized. Each interceptor or separator shall be vented where subject to a loss of trap seal. 1003.10 Access and maintenance of interceptors and sepa- rators. Access shall be provided to each interceptor and sepa- rator for service and maintenance. Interceptors and separators shall be maintained by periodic removal of accumulated grease, scum, oil, or other floating substances and solids depos- ited in the interceptor or separator. SECTION 1004 MATERIALS, JOINTS AND CONNECTIONS 1004.1 General. The materials and methods utilized for the construction and installation of traps, interceptors and separa- tors shall comply with this chapter and the applicable provi- sions of Chapters 4 and 7. The fittings shall not have ledges, shoulders or reductions capable of retarding or obstructing flow of the piping. 2009 INTERNATIONAL PLUMBING CODE® TRAPS, INTERCEPTORS AND SEPARATORS 81 603 Toilet and Bathing Room Chapter 6. Plumbing Elements and Facilities 2003 ICC/ANSI A117.1 COMMENTARY If designing an accessible drinking fountain for chil- dren, the maximum spout outlet height is 30 inches (760 mm) as stated in Exception 2, Section 602.2. 602.5 Spout Location. The spout shall be located 15 inches (380 mm) minimum from the vertical sup- port and 5 inches (125 mm) maximum from the front edge of the drinking fountain, including bumpers. Where only a parallel approach is provided, the spout shall be located 31/2 inches (89 mm) maxi- mum from the front edge of the drinking fountain, including bumpers. ❖ Criteria are provided for both a parallel and a forward approach. See Exceptions 2, 3 and 4, Section 602.2, regarding when a parallel approach is permitted. For a parallel approach, it is difficult to lean laterally over the wheelchair arms, and the spout must be located within 3'/2 inches (89 mm) of the front edge of the unit. Because it is less difficult to lean forward than to twist and lean laterally, this dimension may be in- creased to 5 inches (125 mm) in a forward approach. If the spout is located lower or farther forward or both, the maximum distance from the front edge becomes less critical. The front edge is the unit edge, not the lo- cation of the controls. 5 max 15 min (a) Forward Approach 31/2 max 89 (b) Parallel Approach Fig. 602.5 Drinking Fountain Spout Location 112 Knee and toe clearances are also needed for a for- ward approach. The 15 -inch (380 mm) dimension from the vertical support locates the spout far enough away from the wall so the user's knees and toes may extend below the unit. Because no clearances are required for drinking fountains for standing persons, there are no spout lo- cation requirements. 602.6 Water Flow. The spout shall provide a flow of water 4 inches (102 mm) minimum in height. The angle of the water stream from spouts within 3 inches (76 mm) of the front of the drinking fountain shall be 30 degrees maximum, and from spouts between 3 inches (76 mm) and 5 inches (125 mm) from the front of the drinking fountain shall be 15 degrees maximum, measured horizontally relative to the front face of the drinking fountain. This requirement permits the drinking fountain to serve the greatest number of individuals. It is difficult, if not impossible, for some individuals to lean and drink from the spout. These requirements allow for the insertion of a cup or glass under the flow of water. The position of the spout dictates the angle that the stream of water should project. The farther the spout is from the user, the smaller the angle must be. + This section addresses toilet and bathing rooms for all uses other than within Accessible, Type A and Type B dwelling and sleeping units. For toilet and bathing rooms in Accessible, Type A and Type B units, see the more specific criteria in Chapter 10. Chapter 10 references back to Sections 604 through 610, as appli- cable. Toilet rooms typically include water closets and lavatories. The room can also contain urinals. Bathing rooms may include water closets, urinals, lavatories and bathing fixtures (bathtubs or showers). Some- times some of the plumbing fixtures are located in a separate room or area. For example, in locker rooms the showers may be in a separate area from the lavatories and water closets; some elementary schools are placing the lavatories in the hall immediately out- side the room with the water closets so teachers can monitor hand washing. Separating the fixtures into different areas is not prohibited, but the room require- ments may need to be applied in both locations. Sec- tion 603 contains general provisions for these rooms or spaces. See Sections 604 through 608 for individ- ual plumbing fixture requirements. 603.1 General. Accessible toilet and bathing rooms shall comply with Section 603. When required to be accessible, all of these facilities must be located on an accessible route and have doors, clear floor space and operable parts that meet the requirements established and discussed in the fol- lowing sections. Other amenities that commonly oc- 2003 ICC/ANSI A117.1 COMMENTARY Chapter 6. Plumbing Elements and Facilities cur in these rooms (mirrors, coat hooks and shelves) are also addressed. 603.2 Clearances. •:• The intent of the clearance requirements is to assure that a person using a wheelchair can enter the room, close the door, access the fixtures and exit the room. Floor drains located in front of accessible plumbing fixtures can create slopes that cause undesired move- ment of a wheelchair or walking aid when using plumbing fixtures (see Section 305.2). 603.2.1 Turning Space. A turning space complying with Section 304 shall be provided within the room. ❖ A 60 -inch (1525 mm) turning circle or a 60 -inch T -tum space is required within the bathing room or toilet room. This assures that persons using the room can turn to address each fixture or operable part they may need to access, These turning spaces can use knee and toe clearances under the lavatory or toe clearance at the water closet as indicated in Section 304.3. 603.2.2 Overlap. Clear floor spaces, clearances at fix- tures, and turning spaces shall be permitted to overlap. •:• It is important to understand that the clear floor space, or location where a wheelchair would sit when using a fixture, is permitted to overlap. However, the fixture itself cannot overlap the clear floor space of another. The most common mistake in public single user toilet rooms is to locate the lavatory adjacent to the water closet and over the water closet clear floor space. With the lavatory at this location the clear floor space required for a side transfer to the water closet is not available. Because the clear floor space at fixtures and the turning space are permitted to overlap, portions of the turning space may extend underneath the lavatory. See the commentary for Section 604.3.2 and the ex- amples in commentary Figure C603.2.2. 30 X 481N. (760 X 1220 mm) CLEARANCE FOR LAVATORY MANEUVERING CLEARANCE AT DOOR 42::11t 60 X 56 IN. (1525 X 1425 mm) /CLEARANCE AT WATER CLOSET r. CXARIN. X 1220 mm) CLLEARANCEEFOR LAVATORY 16 - 18 405-4i MANEUVERING (5) CLEARANCE AT ODOR (a) 601N. (1525 mm) TURNING CIRCLE 30 X 48 IN. (760 X 1220 mm) MANEUVERING SPACE PAST OOOR SWN4G 60 X 56IN. (1525 X 1425 mm) CLEARANCE AT WATER CLOSET Os IN. (1525 mm) TURNING CIRCLE 30 X 48 IN. (760 X 1220 mm) MANEUVERING SPACE PAST DOOR SWING 30 IN. (760 mm) IF ALCOVE IS > 24 )N, (610 mm) DEESY f36- IF ALCOVE IS > 24' DEEP 60 X56 IN. (1525 X 1425 mm) CLEARANCE AT WATER CLOSET 1. MANEUVERING SPACES CAN OVERLAP. 2.A PLUMBING FIXTURE CANNOT BE W THE MANEUVERING SPACE OF ANOTHER FIXTURE. For SI: 1 inch = 25 mm. 30 X 48 IN. (760 X 1220 mm) CLEARANCE FOR LAVATORY 1i 116-18 1408-1 MANEUVERING (c) CLEARANCE AT DOOR Figure C603.2.2 EXAMPLES OF TOILET ROOM PLANS WITH OVERLAP 30 X48 IN. (760 X 1220 mm) MANEUVERING SPACE PAST DOOR SWING 601N. (1525 mm) TURNING CIRCLE 113 Chapter 6. Plumbing Elements and Facilities 2003 ICC/ANSI A117.1 COMMENTARY 603.2.3 Door Swing. Doors shall not swing into the clear floor space or clearance for any fixture. EXCEPTIONS: 1. Doors to a toilet and bathing room for a single occupant, accessed only through a private office and not for common use or public use shall be permitted to swing into the clear floor space, provided the swing of the door can be reversed to meet Section 603.2.3. 2. Where the room is for individual use and a clear floor space complying with Sec- tion 305.3 is provided within the room beyond the arc of the door swing. :• In a multi-user bathroom, the locations where a person in a wheelchair may be sitting to use a fixture must be out of the swing of the door. This is to prevent the wheelchair from being struck when others leave or enter the room. Although not the best design alternative, the door may swing over the turning space within the room. The turning space is part of the accessible route, not a clear floor or ground space for a fixture. The intent of Exception 1 is to allow for bathrooms accessed only through a private office to have some items readily adaptable. Either the door can swing into the room if a 30 -inch by 48 -inch (760 by 1220 mm) clear floor space will be available after the room is mod- ified (Exception 2), or the door must be reversible to swing out of the room. In either case, the room must be sized so that it can be made accessible. A "bathroom for individual use" refers to a bathroom for private use by one individual at a time (single occu- pant bathrooms with a water closet and lavatory) or in bathrooms provided for an individual who may need as- sistance ("family" or "assisted use" bathrooms). The door may encroach on all fixture -clear floor spaces in the bathroom because it is assumed that no one else will be using the fixtures as the door is being opened. How- ever, a fixture cannot overlap the maneuvering space re- quired for the door to the mom. The 30 -inch by 48 -inch (760 by 1220 mm) clear floor space is required to be be- yond the arc of the door swing to ensure that the person using the wheelchair is positioned to be able to enter the room and close the door. When a door opens into a bath- room, sufficient maneuvering space must be provided within the room for a person using a wheelchair to enter, close the door, use the fixtures, reopen the door and exit without undue difficulty (see commentary Figure C603.2.3). 603.3 Mirrors. Mirrors located above lavatories, sinks or counters shall be mounted with the bottom edge of the reflecting surface 40 inches (1015 mm) maximum above the floor. Mirrors not located above lavatories, sinks or counters shall be mounted with the bottom edge of the reflecting sur- face 35 inches (890 mm) maximum above the floor. 114 The normal eye level of a person using a wheelchair, 43 inches to 51 inches (1090 to 1295 mm), provides an angle of incidence sufficient for reflection from a mirror with a maximum bottom edge of 40 inches (1015 mm) above the floor to have an adequate field of view to accomplish the desired activities while allowing for clearance over the backsplash on the lavatory or counter [see commen- tary Figure C102(a)]. If mirrors are to be used by both ambulatory people and wheelchair users, design standards recommend that the top most edge be at a minimum 74 -inch (1880 mm) height. It would typically be considered best design prac- tice to make the mirror over the accessible sink the acces- sible mirror, but a mirror in another location within the room, maybe even a full length mirror, would accommo- date all people, including children. If a mirror is not lo- cated over the accessible lavatory, but in another location in the space, the bottom edge can be at a minimum of 35 inches (890 mm) above the floor because the lavatory is not in conflict with the bottom edge of the mirror. 603.4 Coat Hooks and Shelves. Coat hooks shall be located within one of the reach ranges specified in Section 308. Shelves shall be 40 inches (1015 mm) minimum and 48 inches (1220 mm) maximum above the floor. •3 The provisions for coats hooks and shelves within ac- cessible toilet rooms are consistent with those provi- sions for wheelchair and ambulatory accessible stalls in Section 604.11. These items are not required, but to provide equal access, if provided for general use, they should be installed in an accessible location. Coat hooks must be located within reach ranges. Measurements are to be taken to the top of the shelf or coat hook. If a shelf is provided, it should be located within reach ranges and also so that it won't interfere with maneuvering within the space. There are no spe- Note: In single occupant toilet rooms, the door swing can overlap fixture clearances if wheelchair space is available beyond the arc of the door swing. Figure C603.2.3 DOOR SWING 2003 ICC/ANSI A117.1 COMMENTARY cific provisions for child sizes because the expected reach ranges (see Table C308.1) are lower than that permitted for adults. 604 Water Closets and Toilet Compartments + This section addresses water closets and toilet compartments. • Sections 604.2 through 604.4 deal with the water closet requirements. • Section 604.5 deals with grab bar orientation and length. • Section 604.6 addresses flush controls. • Section 604.7 contains technical criteria for toilet paper dispensers. • Sections 604.8 and 604.9 have the technical crite- ria for accessible and ambulatory stalls. The crite- ria for these two types of stalls are different because they are intended for two different groups of mobility impairments. • Children's requirements in Section 604.10 provide either specific criteria or appropriate reference for the water closet, grab bars, flush controls, toilet pa- per dispensers and compartments sized for children. • The criteria for the coat hooks and shelves pro- vided within stalls addressed in Section 604.11 are the same as required for within the toilet room specified in Section 603.4. 604.1 General. Accessible water closets and toilet compartments shall comply with Section 604. Com- partments containing more than one plumbing fix- ture shall comply with Section 603. Wheelchair accessible compartments shall comply with Section 604.8. Ambulatory accessible compartments shall comply with Section 604.9. Q 16 — 18 405 — 455 (a) Accessible Water Closets Chapter 6. Plumbing Elements and Facilities EXCEPTION: Water closets and toilet compart- ments primarily for children's use shall be permit- ted to comply with Section 604.10 as applicable. ❖ The maneuvering space, seat height, grab bars, con- trols and dispensers must be located to permit use by a person with a disability. This section addresses water closets in uses other than dwellings and sleeping units. See Chapter 10 for water closets in dwellings and sleeping units. If a toilet compartment contains a lavatory and a water closet, it must meet the same provisions as a sin- gle occupant toilet room. The criteria for wheelchair - accessible and ambulatory -accessible stalls are differ- ent because they are intended for two different groups of mobility impairments. The exception allows for bathrooms or toilet com- partments specifically designed for children to be ap- propriately sized for their different wheelchair sizes and reach ranges. If this option is chosen, the criteria must be followed for all applicable elements. The op- tion does not allow picking and choosing between the different elements (e.g., grab bar height, water closet location, stall size). Children's requirements in Sec- tion 604.10 provide either specific criteria or appro- priate reference for the water closet, grab bars, flush controls, toilet paper dispensers and compartments sized for children. 604.2 Location. The water closet shall be located with a wall or partition to the rear and to one side. The centerline of the water closet shall be 16 inches (405 mm) minimum to 18 inches (455 mm) maximum from the side wall or partition. Water closets located in ambulatory accessible compartments specified in Section 604.9 shall have the centerline of the water 17-19 I 430 — 485 (b) Ambulatory Accessible Water Closets Fig. 604.2 Water Closet Location 115 Chapter 6. Plumbing Elements and Facilities 2003 ICC/ANSI A117.1 COMMENTARY closet 17 inches (430 mm) minimum to 19 inches (485 mm) maximum from the side wall or partition. ❖ Sixteen inches (405 mm) to 18 inches (455 mm) has been established as the optimal dimension from a side wall or partition to the center line of the water closet to allow op- timum bearing and reach for the grab bar. The 17 inch to 19 inch (430 to 485 mm) dimension for ambulatory stalls permits a similar 2 -inch (55 mm) tolerance. Once every- thing is installed, this 2 -inch tolerance addresses differ- ences that occur between the plumbing rough -in and the finished wall to water closet measurement. See Section 604.10.2 for provisions for water closet location in toilet rooms or stalls designed spe- cifically for children's use. 604.3 Clearance. •: This section addresses the clearances around the wa- ter closet in the single occupant toilet room and what is permissible to overlap that clearance. Section 604.10.3 references this provision for clearances in toilet rooms or stalls designed specifically for children. 604.3.1 Size. A clearance around a water closet 60 inches (1525 mm) minimum, measured per- pendicular from the sidewall, and 56 inches (1420 mm) minimum, measured perpendicular from the rear wall, shall be provided. •: The 60 inch (1525 mm) requirement provides approxi- mately 30 inches (760 mm) between the water closet and the nearest wall or fixture. This space allows the wheelchair user to back into the space and accomplish a side transfer from the wheelchair to the water closet [see commentary Figure C604.3.1(a)]. This transfer requires less maneuvering than a diagonal or front transfer [see commentary Figure C604.3.1(b)]. Diagonal or front transfers are difficult, if not impossible, for persons who have no use of their legs or need assistance to transfer. Another fixture (e.g., lavatory) is not permitted within this clear floor space (see Section 604.3.2). The 56 -inch (1220 nun) minimum depth is intended to be consistent with the requirements in water closet compartments for clearances around the water closet. 604.3.2 Overlap. The required clearance around the water closet shall be permitted to overlap the water closet, associated grab bars, paper dis- pensers, sanitary napkin receptacles, coat hooks, shelves, accessible routes, clear floor space at other fixtures and the turning space. No other fixtures or obstructions shall be within the required water closet clearance. •:• The water closet clearance can overlap elements of the accessible route (path of travel, door clearance) includ- ing the turning space required in the toilet room (see Section 603.2) [see commentary Figures C604.3.2(a), C603.2.2(a), C603.2.2(b) and C603.2.2(c)]. Other fixtures not allowed within this area E co N 60 min 1525 Fig 604.3 Size of Clearance for Water Closet TAKES TRANSFER POSITION, REMOVES ARMREST, SET BRAKES TRANSER Figure C604.3.1(a) SIDE TRANSFER POSITIONS ON TOILET 116 INTERIOR ENVIRONMENT square feet (9.3 m2) of floor area shall be provided for each occupant of such unit in excess of two. 2. The unit shall be provided with a separate closet. 3. The unit shall be provided with a kitchen sink, cook- ing appliance and refrigeration facilities, each having a clear working space of not less than 30 inches (762 mm) in front. Light and ventilation conforming to this code shall be provided. 4. The unit shall be provided with a separate bathroom containing a water closet, lavatory and bathtub or shower. SECTION 1209 ACCESS TO UNOCCUPIED SPACES 1209.1 Crawl spaces. Crawl spaces shall be provided with a minimum of one access opening not less than 18 inches by 24 inches (457 mm by 610 mm). 1209.2 Attic spaces. An opening not less than 20 inches by 30 inches (559 mm by 762 mm) shall be provided to any attic area having a clear height of over 30 inches (762 mm). A 30 -inch (762 mm) minimum clear headroom in the attic space shall be provided at or above the access opening. 1209.3 Mechanical appliances. Access to mechanical appli- ances installed in under -floor areas, in attic spaces and on roofs or elevated structures shall be in accordance with the Interna- tional Mechanical Code. SECTION 1210 SURROUNDING MATERIALS 1210.1 Floors and wall base finish materials. In other than dwelling units, toilet, bathing and shower room floor finish materials shall have a smooth, hard, nonabsorbent surface. The intersections of such floors with walls shall have a smooth, hard, nonabsorbent vertical base that extends upward onto the • walls at least 4 inches (102 mm). 1210.2 Walls and partitions. Walls and partitions within 2 feet (610 mm) of urinals and water closets shall have a smooth, - hard, nonabsorbent surface, to a height of 4 feet (1219 mm) above the floor, and except for structural elements, the materi- als used in such walls shall be of a type that is not adversely affected by moisture. Exceptions: 1. Dwelling units and sleeping units. 2. Toilet rooms that are not accessible to the public and which have not more than one water closet. Accessories such as grab bars, towel bars, paper dispensers and soap dishes, provided on or within walls, shall be installed and sealed to protect structural elements from moisture. For walls and partitions also see Section 2903. 1210.3 Showers. Shower compartments and walls above bath- tubs with installed shower heads shall be finished with a sgaooth, nonabsorbent surface to a height not less than 70 inches (1778 mm) above the drain inlet. 1210.4 Waterproof joints. Built-in tubs with showers shall have waterproof joints between the tub and adjacent wall. 1210.5 Toilet rooms. Toilet rooms shall not open directly into a room used for the preparation of food for service to the public. 2Z4 2009 INTERNATIONAL BUILDING CODE° L ) 4 . z a t , 44 4 1 11. t 0,4 7,cc o 641 IAA o4( n+ \vorr• v✓�-v��n j 1A 9- L o+ o )04 a 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SENTINEL BUILDING SYSTEMS P. 0. BOX 345 ALBION, NE 68620 (800) 327-0790 ERECTION DRAWINGS FOR TALLY HO CONSTRUCTION 145 COUNTY RD 225 RIFLE CO 81650 PROJECT: GREGG MACKEY HWY 82 & CATTLE CREEK RD GLENWOOD SPRINGS CO 81601 B36106 BUILDING DATA: Width (ft) _ Peak Offset (ft) _ Length (ft) _ Eave Height (ft) _ Roof Slope (rise/12) _ Dead Load (psf) _ Live Load (psf) _ Live Load Reduction = Frame Load (psf) Collateral Load (psf) Roof Snow Load (psf) Ground Snow Load (psf)= Wind Load Wind Code Closure = Internal Wind Coeff = Exposure = Importance - Wind = Importance - Seismic = Seismic Coefficient = ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. PROVIDE APPROVAL REPORT AT FRAMING INSPECTION 32 16 50 16 3:12 2.500 20.00 No 20 1 40 47.62 115 mph IBC 12 Closed 0.18,-0 18 C 1.00 1.00 0.507 (Ss*Fa) Seismic Zone/Design Category = C Designer = AMB DATE: 3/22/16 111111 I - INIII M IIIIII I E I UL -90 ROOF RATING SCREW PLACEMENT For 'R—Panel' type panel profiles only NOTE: USE (2) TK____ SELF DRILLING SCREWS PER FOOT AT EACH SPLICE IN ROOF SHEETS IF ROOF SHEET ARE NOT LONG ENOUGH TO COVER AN ENTIRE ROOF SURFACE VI‘fr TK____ SELF DRILLER WALL/ROOF SCREW (2) PER FOOT NEXT TO HIGH RIB AT PEAK TK____ SELF DRILLER WALL/ROOF SCREW (2) PER FOOT NEXT TO HIGH RIB AT EAVE USE LAPTEK SELF DRILLING SCREWS ON EVERY HIGH RIB ALONG THE LAP IF PRESENT, WITH MASTIC CAULK SEALER BETWEEN PANELS. LOCATE TK____ SCREWS 2 1/2" OFF CENTERLINE OF MAJOR RIBS TK____ SELF DRILLER WALL/ROOF SCREW (1) PER FOOT NEXT TO HIGH RIB AT PURLIN REVISIONS REV DESCRIPTION iE 237 301/711 42W 37 ALB,ON 111 68620 (600/ 927-0790 Taking Pride In Building Eicellenc DATE APPROVED ENGINEER'S SEAL PAGE Na JOB MAGI* A►31VN INCR 11127: MN = I = O I 1 MI MO 1 M NM N MI MI IIIIII NM Multi -Rib or R -Loc Panel Lap Note: PBR panel shown. If a Non—PBR panel is used the long leg does not exist, both are short. Mastic tape sealant is optional on wall panels MASTIC TAPE SEALANT 1/2" co a � 44 ;„C t; ^aeee�w- fC pR Sheet walls from left to right. LAPTEK 20" 0.C. LONGER LEG Lap shorter leg over the longer and screw 1/2" offset on high rib of panel 20" o. c. Begin sheeting walls by centering the middle of the major rib of the first panel on steel line at the left side of the wall. Plumb the first sheet and fasten in place. Mark 3'—O" from the end of the first sheet to where the edge of the next sheet should terminate. When installing the next sheet, stretch or compress the panel to hold the edge of the sheet on the mark you have just made to keep the major ribs on one foot increments. REVISI❑NS REV 237 300711 4711 37 AL8/011. /13 68610 /800) 327-0790 DESCRIPTION Taking Pride In Building Excellence DATE APPROVED MOONI DiSMN. HCI No ENGINEER'S SEAL BOLT TIGHTENING PROCEDURES A325 BOLTS DIRECT TENSION INDICATOR TURN -OF -THE -NUT METHOD BOLT SIZE INCHES W INCHES SPECIFIED MINIMUM FASTENER TENSION KIPS 1,000 lbs. BOLT LENGTH <=4 Dia. BOLT LENGTH 4 Dia.<=8 Dia. BOLT LENGTH 8 Dia.<=12 Dia. 1/2 7/8 12 1/3 TURN 1/2 TURN 2/3 TURN 5/8 11/16 19 3/4 1 1/4 28 7/8 1 7/16 39 1 1 5/8 51 1 1/4 2 71 JOINTS NOT SUBJECT TO TENSION LOADS JOINTS NOT SUBJECT TO TENSION LOADS need only be tightened to snug tight condition. This is defined as the tightness attained by a few impacts of an impact wrench or the full effort of a man using an ordi- nary spud wrench. JOINTS SUBJECT TO TENSION LOADS Two tightening procedures are specified for A325 Bolts in joints subject to tension loads, Turn -of -the -Nut Method or Direct Tension Indicator. Turn -of -the -Nut Method - First bring bolts to a "snug tight" condition to ensure that the parts of the joints are brought into a good contact with each other. Next, place bolts in all remaining bolt holes and bring to "snug tight". Then additionally tighten all bolts by the table above - progressing from the bolts nearest the web, until the bolts have been tightened to applicable nut rotation. During this operation there shall be no rotation of the part not turned by the wrench. Consult the latest edition of the AISC Manual of Steel Constru more complete instructions for installing high strength bolts. .Gc��2 < 0ma^ °.3 251 p,;: i E\G \EEI\G DATA 1. BUILDING Job Number: B36106 Job Name: GREGG MACKEY DATE: 3/22/16 BUILDING FRAMING (CODE. Job Location: GLENWOOD SPRINGS CO 81 601 Builder: TALLY HO CONSTRUCTION DESIGNED BY: AMB LEFT ENDWALL FRAME TYPE: Bearing RIGHT ENDWALL FRAME TYPE: Rigid INTERIOR FRAME TYPE: BUILDING DESCRIPTION 3 rigid frames, clear span ROOF BRACING: Cable Diagonal Bracing STATE CODE: IBC 12 WIDTH: 32 feet LENGTH: 50 feet EAVE HEIGHT: 16 feet ROOF SLOPE: 3.0000:12 LEFT ENDWALL BRACING: Cable Diagonal Bracing RIGHT ENDWALL BRACING: Rigid Frame FRONT SIDEWALL BRACING: Cable Diagonal Bracing BACK SIDEWALL BRACING: Cable Diagonal Bracing LEFT ENDWALL GIRT TYPE: Inset RIGHT ENDWALL GIRT TYPE: Inset DESIGN LOADS FRONT SIDEWALL GIRT TYPE: Inset BACK SIDEWALL GIRT TYPE: Inset LIVE LOAD: 20.00 psf SLOPED ROOF SNOW LOAD (P ): 40 psf RIGID FRAME LIVE LOAD: 20 psf ROOF S`JOW LOAD FACTORS COLLATERAL LOAD: 1 psf FLAT ROOF SNOW LOAD: 40.00 psf ROOF DEAD LOAD: 2.500 psf GROUND SNOW LOAD: 47.62 psf FRAME SELF WEIGHT: INCLUDED I = 1.00 Ce = 1 Ct = 1 .20 Cs= 1.00 Terrain Category: C WIND LOAD: 115 mph Slippery/Unobstructed Roof: Y EXPOSURE: C Rain -on -Snow Surcharge = 0.00 psf WIND IMPORTANCE FACTOR: 1.00 ROOF PANEL: 24 ga. Maxima Standing Seam Roof ROOF PANEL COLOR: Bone White (MC) ROOF TRIM COLOR: Bone White (MC) WALL PANEL: 26 ga. R -Panel WALL PANEL COLOR: Fern (CSS6) WALL TRIM COLOR: Bone White (MC) INTERNAL PRESSURE COEFFICIENT: +0.18 /-0.18 SEISMIC IMPORTANCE FACTOR: 1.00 SEISMIC DESIGN CATEGORY: C SEISMIC DATA SEISMIC COEFFICIENT: 0.507 (Ss*Fa) ASSUMED SITE CLASS: D RISK CATEGORY: 11 - Normal SS= 0.33 Si = 0.08 SDS = 0.34 SD1 = 0.13 SEISMIC RESISTING SYSTEM: Structural Steel System Not Specifically Detailed for Seismic Resistance ANALYSIS PROCEDURE: Equivalent Lateral Force Procedure The, index force analysis procedure is used for buildings located in seismic design category A [Eqn 1.4-1, ASCE7-10 (IBC12)], in which case Cs and R do to CS R INTERIOR FRAME: 0.11 3.00 ROOF: 0.11 3.00 LEFT ENDWALL: 0.11 3.00 RIGHT ENDWALL: 0.11 3.00 FRONT SIDEWALL: 0.11 3.00 BACK SIDEWALL: 0.11 3.00 V (k) LONGITUDINAL BASE SHEAR: 2.74 TRANSVERSE BASE SHEAR: 3.28 not apply and are not used calculate the base shear, V. DEFINITIONS/ABBREVIATIONS COMMENTS Definition of Loading Conditions on Anchor Bolt Reactions Page: DL: Dead Load LL: Live Load CO: Collateral Load WP: Wind Pressure WS: Wind Suction LLR: Live Load Right WL: Wind from Left WR: Wind from Right Definition of other abbreviations on Anchor Bolt Reactions Page & Anchor Bolt Details: EW; Endwall SEISMIC RESISTING SYSTEM ABBREVIATIONS: SW: Sidewall RF: Rigid Frame DJ: Door Jamb OMF = Ordinary Steel Moment Frame OCBF = Ordinary Steel Concentrically Braced Frame CC = Cantilevered Column System DRAWING INDEX ENGINEER'S SEAL PAGE(S) DESCRIPTION PAGE(S) DESCRIPTION /-3 COVER SHEET 77-.1.X _ =s`�` GENERAL DETAILS t1 5 ANCHOR BOLT PLAN c Y DRAWINGS REVISIONS ,:.PD f, RIGID FRAME SECTION c)--..5-ACCESSORY REV DESCRIPTION DATE APPROVED C)=' '^ tx.{,jl;t�,. %- 1 ENDWALL ELEVATIONS TakingPride In BuildingExcellence PACE No. °"..�' r • i702 SE/VT/NEL j •> c;• �'fl®� cc /4'-6/ SIDEWALL ELEVATIONS �[//LO/N JOB NUMBER: - ..• • :,144 �'� �'�+' /WI FRAMING PLAN r GREGG MACKEY 836106' _°°� •c. � - -.ROOF .; FI ADDITIONAL DETAILS 237 SOUTH 4TH ST HOT 82 &CATTLE CREEK RD DESIGN.' AMB / s r.17. 411 tS'S°� °•••••••°�yC�� INCR.' DM, a:4:d. \ ON AL / 6 -` `4o J 0 B SPECIFIC DETAILS AL I0N, NE 68620 (800) 327-0790 GLENWOOD SPRINGS CO 81601 DATE: 3/22/16 DST. ,w. "t.41,s^"*.' ° ..or �'`"���"�' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FASTENER COLOR CROSS REFERENCES RUSTIC - AUTUMN RED HUNTER - EVERGREEN GRAY - ASH GRAY BURNISHED SLATE - PATRICIAN BRONZE BROWN - TUDOR BROWN HAWAIIAN - ROMAN BLUE DESERT - CLAY BLACK - MATTE BLACK BRILLIANT - BRIGHT - SP - REGAL WHITE POLAR WHITE - OYSTER WHITE BURGUNDY - BRANDYWINE PLAINSMAN REVISIONS REV DESCRIPTION DATE #12 SELF DRILLING TK2125 - 1 1/4" LONG PANEL TO FRAMING ONLY NO INSULATION TK2150 - 1 1/2" LONG PANEL TO FRAMING ONLY UP TO 4" INSULATION TK2200 - 2" LONG PANEL TO FRAMING ONLY 4" + INSULATION #14 SELF DRILLING POP -RIVET APPROVED LAPTEK - 7/8" LONG LAP/TRIM SCREW TRIM TO PANEL 1/8"0 ALUMN SLEEVE WITH STL. MANDREL ALL TRIM SPLICES ENGINEER'S SEAL S' E/VT/NEL" \U/LO/NO S).15'7 he. 237 SOUTH 4TH ST ALBION, NE 68620 (8001 327 0790 Taking Pride In Building Excellence PACE No COMPANY PROJECT J08 NUMBER DESIGN: ENGR: DATE: DET: urid Sevtir, Sul dim, ;m:,,,„ r,.e the COLD FO V ED STEEL COVPO\E\TS PRIMED MEMBERS: ASTM A1011 -SS Gr. 55 SHAPE GALVANIZED MEMBERS: ASTM A653 -SS Gr. 50 CLASS 3 SECT. NAME DIMENSIONS MEMBER PROPERTIES CEE/CHANNEL DIMENSIONS MEMBER PROPERTIES A B C D GA. AREA Ix ly Se SECT. NAME A B C D GA. AREA Ix ly Se + PCE04256 4 2.5 2.5 .77 16 .57 1.51 .51 0.64 D GCE08256 8 2.5 2.5 16 7.53 1.67 PCE04254 4 2.5 2.5 .80 14 .71 1.86 .64 0.84 7 GCE08254 8 2.5 2.5 .77 14 .79 9.33 .65 2.19 PCE04356 4 3.5 3.5 .77 16 .68 1.95 1.15 0.72 GCE08252 8 2.5 2.5 .80 12 .99 1.41 13.14 .81 1.15 3.28 PCE04354 4 3.5 3.5 .80 14 .85 2.41 1.43 0.90 GCE08356 8 3.5 3.5 .87 16 9.33 1.47 1.62 PCE06256 6 2.5 2.5 .77 16 .68 3.84 .59 1.11 A GCE08354 8 3.5 3.5 .77 14 .91 1.13 11.57 1.83 2.22 PCE06254 6 2.5 2.5 .80 14 .85 4.75 0.74 1.44 GCE08352 8 3.5 3.5 .80 12 1.61 16.29 2.60 3.41 PCE06356 6 3.5 3.5 .77 16 .80 4.85 1.34 1.19 J GCE10256 10 2.5 2.5 .87 16 12.81 2.06 PCE06354 6 3.5 3.5 .80 14 .99 6.00 1.66 1.55 t D GCE10254 10 2.5 2.5 .77 14 .91 1.13 15.90 .69 2.99 .80 .86 PCE06352 -B--- 1 6 3.5 3.5 .87 12 1.41 8.41 2.36 2.40 GCE10252 10 2.5 2.5 12 1.61 22.44 1.23 4.48 PCE08256 8 2.5 2.5 .77 16 .79 7.53 .65 1.60 GCE10352 10 3.5 3.5 .87 12 1.81 27.39 2.79 4.88 PCE08254 8 2.5 2.5 .80 14 .99 9.33 .81 2.13 ZEE GCE12356 12 3.5 3.5 .87 16 1.14 23.97 1.66 2.58 PCE08252 8 2.5 2.5 .87 12 1.41 13.14 1.15 3.28 G0E12352 12 3.5 3.5 .77 12 2.01 42.11 2.95 6.02 PCE08356 8 3.5 3.5 .77 16 .91 9.33 1.47 1.65 _ _ D GZE08256 8 2.5 2.5 .87 16 7.62 1.08 1.58 PCE08354 8 3.5 3.5 .80 14 1.13 11.57 1.83 2.29 \/ GZE08254 8 2.5 2.5 .65 14 .79 9.46 1.35 2.08 PCE08352 8 3.5 3.5 .87 12 1.61 16.29 2.60 3.52 GZE08252 8 2.5 2.5 .68 12 .99 1.41 13.35 1.95 3.23 PCE08350 8 3.5 3.5 .63 10 1.97 19.77 2.86 4.44 GZE08356 8 3.5 3.5 .73 16 9.42 2.54 1.59 PCE10256 10 2.5 2.5 .77 16 .91 12.81 .69 1.99 A GZE08354 8 3.5 3.5 .65 14 .91 1.13 11.69 3.18 2.23 PCE10254 10 2.5 2.5 .80 14 1.13 15.90 .86 2.87 GZE08352 8 3.5 3.5 .68 12 1.61 16.50 4.58 3.45 PCE10252 10 2.5 2.5 .87 12 1.61 22.44 1.23 4.48 GZE10256 10 2.5 2.5 .73 16 12.93 1.08 1.94 PCE10352 10 3.5 3.5 .87 12 1.81 27.39 2.79 4.78 GZE10254 10 2.5 2.5 .65 14 .91 1.13 16.06 1.35 2.83 PCE12356 12 3.5 3.5 .77 16 1.14 23.97 1.66 2.48 Yip 0ZE10252 10 2.5 2.5 .68 12 1.61 22.71 1.95 4.40 P0E12252 12 2.5 2.5 .87 12 1.81 34.96 1.29 5.81 rzF-By GEAVEL84/GEAVEH84 8 4.0 4.0 .73 1.0 14 1.23 12.96 2.74 2.59 PCE12352 12 3.5 3.5 .87 12 2.01 42.11 2.95 6.17 GEAVEL82/GEAVEH82 8 4.0 4.0 1.0 12 1.74 18.11 3.79 3.84 PZE04256 4 2.5 2.5 .65 16 .57 1.55 1.08 0.62 EAVE STRUT GEAVEL04/GEAVEHO4 10 4.0 4.0 1.0 14 1.37 21.63 2.95 3.38 PZE04254 4 2.5 2.5 .68 14 .71 1.92 1.35 0.80 GEAVEL02/GEAVEHO2 10 4.0 4.0 1.0 12 1.94 30.29 4.08 5.19 PZE04356 4 3.5 3.5 .65 16 .68 1.99 2.54 0.65 GDLO8PO4/GDHO8PO4 8 4.0 4.0 1.0 14 1.23 12.96 2.74 2.59 PZE04354 4 3.5 3.5 .68 14 .85 2.46 3.18 0.85 \--0--,. D PRIMED MEMBERS: ASTM A1011 -SS Gr. 55 PZE06256 6 2.5 2.5 .65 16 .68 3.91 1.08 1.07 T PZE06254 6 2.5 2.5 .68 14 .85 4.84 1.35 1.37 SECT. NAME DIMENSIONS MEMBER PROPERTIES PZE06356 6 3.5 3.5 .65 16 .79 4.91 2.54 1.13 A B C D GA. AREA Ix ly Se PZE06354 6 3.5 3.5 .68 14 .99 6.09 3.18 1.47 A PCH06306 6.25 2.99 2.99 0.0 16 .68 4.23 .62 0.75 PZE06352 6 3.5 3.5 .73 12 1.41 8.57 4.58 2.27 PCH06304 6.25 3.01 3.01 0.0 14 .85 5.30 .78 1..04 PZE08256 8 2.5 2.5 .65 16 .79 7.62 1.08 1.51 PCH08306 8.25 2.99 2.99 0.0 16 .79 8.11 .67 1.00 PZE08254 8 2.5 2.5 .68 14 .99 9.46 1.35 2.04 I�-D PCH08304 8.25 3.01 3.01 0.0 14 .99 10.07 .85 1.53 PZE08252 8 2.5 2.5 .73 12 1.41 13.35 1.95 3.18 - B -----4 PCH08302 8.25 3.05 3.05 0.0 12 1.41 14.26 1.23 2.49 PZE08356 8 3.5 3.5 .65 16 .91 9.42 2.54 1.53 v. PCH 10306 10.25 2.99 2.99 0.0 16 13.53 1.27 PZE08354 8 3.5 3.5 .68 14 1.13 1 1 3.18 2.19 MATERIAL THICKNESS PCH 10304 10.25 3.01 3.01 0.0 14 .91 1.13 16.83 .71 1.89 PZE08352 8 3.5 3.5 .73 12 1.61 .69 16.50 4.58 3.38 16ga = 0.057" PCH10302 10.25 3.05 3.05 0.0 12 1.61 23.85 .90 1.30 3.47 PZE10256 10 2.5 2.5 .65 16 .91 12.93 1.08 1.87 14ga = 0.071" PZE10254 10 2.5 2.5 14 1.13 16.06 1.35 2.68 12ga = 0.101" .68 10ga = 0.129" ENGINEER'S SEAL PZE10252 10 2.5 2.5 .73 12 1.61 22.71 1.95 4.34 PZE12356 12 3.5 3.5 .68 16 1.14 24.11 2.54 2.31 PZE12352 12 3.5 3.5 .73 12 2.01 42.43 4.58 5.97 REVISIONS .?0 Lin PDLO6P06/PDHO6P06 6 4.0 4.0 os �,®f .�,�,��j' .77 16 .85 5.35 1.85 1.21 PDLO6PO4/PDHO6PO4 6 4.0 4.0 .80 14 1.06 6.62 2.30 1.59 REV DESCRIPTION DATE APPROVED it Off;• f V® EAVEL84/EAVEH84 / 8 4.0 4.0 1.0 14 1.23 12.96 2.74 2.54 Taking Pride In BuildingExcellence 9 PACE No. ..« ... a o® , ° it EAVEL82/EAVEH82 8 4.0 4.0 1.0 12 1.74 18.11 3.79 3.77 SE/VT/NEL SG//LO/NO AY'T�Ma ,c, �oB NUMBER:''�'� s °' Y�c. / 0 7 -+ I O ' : ,'j e� 'c / f i,---15 EAVEL04/EAVEHO4 10 4.0 4.0 1.0 14 1.37 21.63 2.95 3.24 ���° �� GREGG MACKEY36106 _MUN1e. TM'" O IIf�O°°° '�� . -tea �,, '••°®®,®•°°�®� EAVEL02/EAVEH02 10 4.0 4.0 1.0 12 1.94 30.29 4.08 5.10 237 SOUTH 4TH ST HWY DES/CN. AND ,tr 82 & CATTLE CREEK RD MGR: AEC3 ''"`'""et \‘\SON M. '‘..:,..0.1- A A ION, NE 68620 the �'k 327-0790 GLENWOOD SPRINGS CO 81601 DATE: 3/10/16 DBT. FRAME LINES: 2 3 4 COLUMN LINE IV RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Column Reactions (k ) Frm Col Load Hmax V Load Hmin Line Line ID H Vmax ID H 2* A 3 1 2* D 5 1 3.2 8.0 3.1 12.1 V Anc._Bolt Bose_Plate (in) Grout Vmin Qty Dia Width Length Thick (in) 4 -2.3 -1.8 4 0.750 6.000 12.50 0.375 0.0 6 0.8 -3.8 2.3 -1.8 2 -3.1 12.1 7 2* Frame lines: 2 3 4 - 3.2 8.0 4 0.750 6.000 12.50 0.375 0.0 - 0.8 -3.8 GENERAL NOTES 1' Foundation design and construction are not the responsibility of SENTINEL Buildings Systems. 2. The building reaction data reports the loads which this building places on the foundation. 3." Anchor bolts shall be accurately set to a tolerance of +/- 1/8" in both elevation and location. 4. Column base plates are designed not to exceed a bearing pressure of 1100 pounds per square inch. 5. All walk doors are to be field located with drilled in wedge anchors. 6. Total anchor bolt length is embedment + projection. Bend length is not included in total length. 7. All bent anchor bolts to be ASTM F1554 Gr36 threaded round stock (rolled or cut thread) with plain finish, unless noted. 8. When anchor rods are located close to the free edge of the concrete, the tensile and/or shear strength of the anchor rods cannot be fully developed. In these cases, steel reinforcement in the concrete must be sized and developed (not by Sentinel) for the required tensile or shear forces in the anchor rods. 9. For buildings classified as closed (Closed/Open = C), Sentinel Building Systems does not investigate the influence of the design wind load on the metal building system with doors and windows left open. The end customer must assure that during times of high winds all overhead doors, sliding doors, large doors (such as bi-fold & hydraulic), walk doors and windows will be closed & latched. BUILDING BRACING REACTIONS ± Reactions (k ) Panel_Shear -Wall - Col -Wind - -Seismic - (Ib/ft) Loc Line Line Horz Vert Horz Vert Wind Seis Note L_EW 1 C,D 1.6 3.0 0.5 0.9 F_SW D 2,3 3.0 2.6 1.4 1.2 R_EW 4 B_SW- A 3,2 3.0 2.6 1.4 1.2 (h)Rigid frame at endwall (h) ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR Column Reactions (k ) Frm Col Load Hmax V Load Hmin V Line Line ID H Vmax ID H Vmin 1 A 8 0.6 -0.6 9 -0.6 -0.5 10 0.0 1.2 8 0.6 -0.6 1 B 11 1.4 -1.6 9 -1.3 -1.4 10 0.0 5.9 11 1.4 -1.6 1 C 11 1.4 -2.8 12 -1.3 -1.9 13 0.0 5.9 11 1.4 -2.8 1 D 8 0.6 -2.3 9 -0.6 -0.7 14 0.5 2.1 8 0.6 -2.3 BOLTS, & BASE PLATES Anc. Bolt Base_Plate (in) Grout Qty Dia Width Length Thick (in) 2 0.750 2 0.750 2 0.750 2 0.750 4.000 4.000 4.000 4.000 8.000 8.000 8.000 8.000 0.375 0.0 0.375 0.0 0.375 0.0 0.375 0.0 NOTES FOR REACTIONS 1. All loading conditions are examined and only maximum/minimum H or V and corresponding H or V are reported. 2. Positive reactions are as shown in the sketch. Foundation loads are in opposite directions. 3. Bracing reactions are in the plane of the brace with the H pointing away from the braced bay. The vertical reaction is downward. 4. Building reactions are based on the following building data: Width (ft) = 32.0 Length (ft) = 50.0 Eave Height (ft) = 16.0/ 16.0 Roof Slope rise/12 ) = 3.0/ 3.0 Dead Load (psf ) = 2.5 Collateral Load (psf ) = 1.0 Live Load (psf ) = 20.0 Snow Load (psf ) = 40.0 Wind Speed (mph ) = 115.0 Wind Code = IBC 12 Exposure = C Closed/Open = C Importance Wind = 1.00 Importance Seismic = 1.00 Seismic Zone = C Seismic Coeff (Fa*Ss) = 0.51 5. Loading conditions are: 1 Dead+Collateral+Snow 2 Dead+Collateral+0.75Snow+0.45Wind_Left1 3 Dead+Collateral+0.75Snow+0.45Wind_Rightl 4 0.6Dead+0.6Wind_Left2 5 0.6Dead+0.6Wind_Right2 6 0.6Dead+0.6Wind_Long1 7 0.6Dead+0.6Wind_Long2 8 0.6Dead+0.6Wind_Right2+0.6Wind_Suction 9 0.6Dead+0.6Wind_Pressure+0.6Wind_Long1 10 Dead+Collateral+E1 UNB_SL_L 11 0.6Dead+0.6Wind_Left2+0.6Wi nd_Suction 12 0.6Dead+0.6Wind_Pressure+0.6Wind_Long2 13 Dead+Collateral+E1 UNB_SL_R 14 Dead+Collateral+0.45Wind_Left2+0.45Wind_Suction+0.75E1 UNB_SL_R the THE MANUFACTURER DOES NOT INVESTIGATE THE INFLUENCE OF THE METAL BUILDING SYSTEM ON EXISTING BUILDINGS OR STRUCTURES THE END CUSTOMER ASSURES THAT SUCH BUILDINGS AND STRUCTURES ARE ADEQUATE TO RESIST SNOW DRIFTS OR OTHER CONDITIONS ASA RESULT OF THE PRESENCE OF THE METAL BUILDING SYSTEM. (IV.SEc. 3.2.5 2006 METAL BUILDING SYSTEMS MANUAL-MBMA) REVISIONS REV DESCRIPTION DATE APPROVED ENGINEER'S SEAL SE/VT///EL IU/LO/NO M) r MI IWnM RDE�L MiMI�, 237 SOUTH 4TH ST AL,810N, NE 68620 (800) 327-0790 Taking Pride In Building Excellence PACE No. CRECC MACKEY JOB NUMBER: B36106 "°°Rs HWY 82 & CATTLE CREEK RD DESIGN. AMR GLENWOOD SPRINGS CO 81601 ENCR: DM DATE: 3/22/16 DET. "'""'MIMI on t ongimer the babbmtSmUnel s b; a nT"i'. Erb d R.ewd. �a end Soto! WW1 obudural gAmmne• el the by SmitInel Dia= 3/4" 9O o ee co r- I° I 0 L i--) 2" 8" DETAIL A - 3" 2 1/2" CW Dia= 3/4" CO See Plan DETAIL B u. - 3" 2 1/2" CW Dia= 3/4" 6" T O 10 � Io 6" 4" _ 1 3/4"-1 3/4" See Plan DETAIL C sw Dia=' 3/4" 6" CV 0 T O 10 O 10 6" 4" 1 3/4"1 3/4" 1'-0" DETAIL D sw OI 0 t NOTE: OUT -TO -OUT OF STEEL DIMENSIONS DOES NOT INCLUDE ❑PTI❑NAL NOTCH, ADD NOTCH DIMENSIONS TO OVERALL MEASUREMENTS AT DESIRED LOCATIONS, NOTCH CANNOT BE USED WIT1111 DELUXE BASE TRIMOPTIONA BASE TRIM OPTIONAL NOTCH (OUTSIDE OF STEEL LINE) CONCRETE FOUNDATION WALL PANEL BASE MEMBER (ANGLE OR OPTIONAL CHANNEL) S�F,F,�- E 1 1/2' 1 1/2' PLACEMENT OF ❑PTI❑NAL CONCRETE NOTCH BACK SIDEWALL 50'-0" OUT -TO -OUT OF STEEL 17' - 16'-0" 17' - RF1-1 X -Bracing PI 16'-0" IRF1-1 RF1-1 IN LI A T �C THE MANUFACTURER DOES NOT INVESTIGATE THE INFLUENCE OF THE METAL BUILDING SYSTEM ON EXISTING BUILDINGS OR STRUCTURES. THE END CUSTOMER ASSURES THAT SUCH BUILDINGS AND STRUCTURES ARE ADEQUATE TO RESIST SNOW DRIFTS OR OTHER CONDITIONS AS A RESULT OF THE PRESENCE OF THE METAL BUILDING SYSTEM. (IV. SEC. 3.2.5 2006 METAL BUILDING SYSTEMS MANUAL-MBMA) • .. • . • FRAME LINE,_ DIMENSIONS O RF1-1 17'-0" X -Bracing 16'-0" #RF1-1 RF1-1 16'-0" 17'-0" ALL DRAWINGS NOT TO SCALE DIAGONAL MEASUREMENT = 59'-4 3/8' O 0 FRONT SIDEWALL ANCHOR BOLT PLAN NOTE: AH Base Plates © 100'-0" (U.N. ANCHOR BOLT SUMMARY Qty Total Dia Len Locate (in) Type (in) Proj (in) O 8 Endwall 3/4" A36 11.5 2.50 O 24 Frame 3/4" A36 11.5 2.50 REVISIONS REV DESCRIPTION DATE APPROVED RIGHT ENDWALL ENGINEER'S SEAL 77/VEL iuicoinro ariran,ia PYwMele.l Y,rela 237 SOUTH 4TH ST AL,810N, NE 68620 (800) 327-0790 Taking Pride In Building Excellence PACE No. GREGG' MACKEY HWY 82 & CATTLE CREEK RD JOB NUMBER: B36106 DESIGN: A.VB GLENWOOD SPRINGS CO 81601 ENCR: DXII DATE: 3/14/16 DET. Maherenengines,Iahornedt,d on pw e o ebeeent met nor • athe. the enelneef named of q and nY 9mItM (n the irbecturol performance d the by Sentinel l="" SeetenM. SPLICE PLATE & BOLT TABLE Mark SP -1 SP -2 Qty Top Bot Int Type Dia Length Width Thick Length 4 4 0 A325 0.750 2.00 4 4 0 A325 0.750 2.00 6" 1/2" 1'-7" 6" 1/2" 1'-7 1/2" FLANGE BRACES: Both Sides(U.N.) FBxxA(1): xx=length(in) A — L2x 1 /8 O i0 MEMBER TABLE Mark Web Depth Web Plate Start/End Thick RF1 —1 RF1 —2 11.8/11.8 11.8/11.8 0.188 0.188 Length 183.1 187.9 Outside Flange W x Thk x Length 6 x 1/4" x 181.1 6 x 1/4" x 8.5 6 x 1/4" x 187.9 Inside Flange W x Thk x Length 6 x 1/4" x 168.2 6 x 1/4" x 184.9 PS- N co r) oo H a) U c 0 0 G) U 1'-0 1/4" 29.-11 1/2" 1'-0 1/4' Clearance 32'-0" OUT—TO—OUT OF STEEL RIGID FRAME ELEVATION: FRAME LINE 2 3 4 O REVISIONS REV ET/NEL IU/LO/:g Y/7'7Cn 237 SOUTH 4TH ST AL ION, NE 68620 (800) 327-0790 DESCRIPTION DATE APPROVED CONNECTION PLATES ❑ ID Mark/Part 1 ARC06A ENGINEER'S SEAL Taking Pride In Building Excellence PACE No. GREGGPROJECT MACKEY JOB NER: B36UMB706 ":"ss HWY 82 & CATTLE CREEK RD DESIGN: AMB GLENWOOD SPRINGS CO 81601 ENCR: DM 'When the ongpnoor adJ000rd wool. nor c=INa " of lo acting thy F a %cord. TR. TooPonoRARO d Elmo la porgy d a. DATE 3/22/16 DET. 0 - 44" OF CLEARANCE FOR OVERHEAD DOOR W/0 OPERATOR BETWEEN HEADER AND UNDERSIDE OF THE PURLIN AT THE DOOR JAMB. CHECK WITH OVERHEAD DOOR SUPPLIER TO ENSURE THE DOOR WILL HAVE ADEQUATE CLEARANCE. 32'-0" OUT—TO—OUT OF STEEL 9'-4" 12'-0" 9'-4" G-1 3070 WALK DOOR G-1 EC -1 J EC -2 jo C EC -3 ENDWALL FRAMING: FRAME LINE 1 EC -4 8" 3"1\_ 12 BOLT TABLE FRAME LINE 1 LOCATION QUAN TYPE DIA LENGTH ER-1/ER-2 Columns/Raf 4 4 A325 A325 1 /2" 1/2" 1 1 /4" 1 1/4" MEMBER TABLE FRAME LINE 1 QUAN MARK PART LENGTH 6 2 EC -1 EC -2 EC -3 EC -4 ER -1 ER -2 DH -1 G-1 CB -1 CB -3 CB -4 PCE08356 PCE08352 PCE08352 PCE08356 PCE08352 PCE08352 PCE08356 PZE08256 1/4" STR 1/4" STR 1/4" STR 14'-7 3/16" 16'-1 1 3/16" 16'-11 3/16" 14'-7 3/16" 16'-3 5/8" 16'-3 5/8" 12'-0" 8'-7 1/2" 9'-4" 9'-2" 10'-7" ANGLE TABLE FRAME LINE 1 OID QUAN PART LENGTH 1 2 2 PNH08206 PAN04206 20'-0" 20'-0" CONNECTION PLATES FRAME LINE 1 OID QUAN MARK/PART 2 3 4 8 6 1 PR80 CGC8 RPK38 Note: Girts below 7'-4" may be cut in the field to allow installation of field located walkdoors and windows. FIELD SLOT GIRT WEBS FOR CABLE/ROD. MULTIPLE SLOTS MAY BE REQUIRED ACROSS GIRT DEPTH SLOTS 1 1/2' WIDE AND 3' LONG V ■-ALIGN GIRT SLOT(S) W/ COLUMN SLOT(S) Slot location may ° vary across girt depth for bracing R attaching to endwall corner columns REVISIONS REV DESCRIPTION DATE APPROVED ENGINEER'S SEAL /'--E/VT/NEL IU/LO/^4 srsrr" PY�MiOML��'Yti 237 SOUTH 4TH ST AL,BION, NE 68620 (800) 327-0790 Taking Pride In Building Excellence PACE No. M EV GREGG MACKEY JOB NUMBER: 836106 'DR' HWY 82 & CATTLE CREEK RD GLENWYOOD SPRINGS CO 81601 DESIGN. AMB -ENCR: DMII DATE: 3/14/16 DET: Nether u...tyr..r none] .ntbo o rlfocont rod, nor a lo to• oting the Errpry.r d Record. �. a a» ..pry... nomad Ovo eruct., or Ow by Sentinel SVolorno 10918 O9 SnNI&fS 0001111V77,9 1,0 y co r ASX2VJY 09YY9 NOLLdI213S3 I ro z SNOISIAR2i TINT?: P1 z D r- D z 0 -, Fri D r - P1 7VVSS,Y,F,7NI7N,V 0 m z 0 P1 X Cf) ILinIDnLils � 1 0 13316 AO ino—oi—ino „0—,z2 0 0 4 N 0 D Z D D Z Z 00 CTI N 0 0 -o D N N 0 0 I I 00 m Z 0 > 0 mm r D Z j m� m /13" 3.M\ 12 1 1 12 (0 N u) ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Go. SR — Fern (CSS6) /13" 12 r1 12 ENDWALL SHEETING & TRIM: FRAME LINE 4 PANELS: 26 Go. SR — Fern (CSS6) _J TRIM TABLE FRAME LINE 1 & 4 OID QUAN PART COLOR LENGTH 1 2 3 4 5 67 89 2 4 2 3 3 2 2 24 ITOCRL MXRT20 MLFXPB ITHJ 14 ITHT14 ITOC 10 SE42RL 17690 SBEW10 BH BH BH BH BH BH BH BH 16'-3" 20'-3" 2' —0" 14'-3" 14'-3" 10'-3" 14'-3" 20'-3" 10'-3" REVISIONS REV DESCRIPTION DATE APPROVED ENGINEER'S SEAL ENT/NEL DWnM01aMl1iiabr. 237 SOUTH 4TH ST AL ION, NE 68620 (800) 327-0790 Taking Pride In Building Excellence PACE No. GREGGPROJECT MACKEY JOB NUMBER: 836106 HIVY 82 & CATTLE CREEK RD DESIGN- AAIB GLENWYOOD SPRINGS CO 81601 ENCR. AVIV Pieftiver the engineer named an theseal.adjacent nor Sentinel %Ming Syafwri, a dNNon of Global Indurnes. . b rooting — 'off %card. The rwpmWbn.y of 1M engineer named anderm.ni. SMl Builds th1Mal n» .wawa owrmaes a the DATE 3/22/16 BET.. i i i i I I i i i i i 0 50'-0" OUT—TO—OUT OF STEEL OO 17'-0" 16'-0" 17'-0" Is E-1 11, E-2 1'Q' E-3 s 6030 I WINDOW I G-2 _I G-3 6030 I WINDOW L _c_ 3 _J E [1� E in 171 G-3 ii G-2 El KI G-3 d G-3 CIJF: iIi ,50 ce G-2 G-3 �� f2 © 9 p O F� Fr EC -4 00 RF1-1 SIDEWALL FRAMING: FRAME LINE D (Gutter with 2 downspouts) ©00 z RF1-1 FIELD SLOT GIRT WEBS FOR CABLE/ROD. MULTIPLE SLOTS MAY BE REQUIRED ACROSS GIRT DEPTH SLOTS 1 1/2' WIDE AND 3' LONG ■-ALIGN GIRT SLOT(S) �J W/ COLUMN SLOT(S) Slot location nay vary across girt depth for bracing attaching to endwall corner columns ---,_---------,--T-----.--------- --_----------------J SIDEWALL SHEETING & TRIM: FRAME LINE D PANELS: 26 Ga. SR — Fern (CSS6) MEMBER TABLE FRAME LINE D QUAN MARK PART LENGTH 1 1 3 6 2 E-1 E-2 E- 3 G-2 G-3 CB -5 EAVLO430 EAVL0430 EAVLO430 PZE08256 PZE08256 1/4" STR 1C-11 1/2" 15'-11 1/2" 1C-11 1 /2" 16'-7 3/8" 15'-3 1/4" 19'-6" TR M TABLE FRAME LINE D KID QUAN PART COLOR LENGTH 2 3 4 5 67 89 10 2 5 2 2 14 ITOCRL ITOC 10 SE42RL MXG203 MXG103 MLSE10 MXGEC MLGB ML -GS - BH BH BH BH BH BH BH BH 16'-3" 10'-3" 14'-3" 20'-3" 10'-3" 10'-3" 5" 1'-8„ 6" ANGLE TABLE FRAME LINE D KID QUAN PART LENGTH 1 3 PNH08206 20'-0" CONNECTION PLATES FRAME LINE D ❑ ID QUAN MARK/PART 2 3 18 CGC6A ERCLP08 REVISIONS REV DESCRIPTION DATE APPROVED SENT/NEL IU/LO/NO IY7TaMI w,.,rawaad..a. 237 SOUTH 4TH ST AL.IONE 68620 (800)327-0790 Taking Pride In Building Excellence PACE No. GREGG' AfACKEY JOB NUMBER: 836106 HIYY 82 & CATTLE CREEK RD CLENJYOOD SPRINGS CO 81601 DESIGN.. AND ENGR: D1/1I DATE 3/22/16 f O DET. ENGINEER'S SEAL Tii.a.r u..naa,.. named en W. adjacent nor Seaga* Buddha =irk a darn .. M octa, w . nDillirmof the engineer named and a le Mr= the *waxed d,.a ..nenana of a» baw' .S M �9 'dMiq' i i i I I I i 0 ci 50'-0" OUT—TO—OUT OF STEEL 0 411. 17'-0" 0 16'-0" 0 17'-0" T 2. i 7 L I RF1-1 1'—o" { 00 I RF1 —1 SIDEWALL FRAMING: FRAME LINE A (Gutter with 2 downspouts) 000 of U EC -1 FIELD SLOT GIRT WEBS FOR CABLE/ROD. MULTIPLE SLOTS MAY BE REQUIRED ACROSS GIRT DEPTH SLOTS 1 1/2' WIDE AND 3' LONG \ _ ■-ALIGN GIRT SLOT(S) �J W/ COLUMN SLOT(S) Slot location may *vary across girt depth for bracing ',attaching to endwall corner columns 00`t, I -Lo I 6030 WINDOW G-3 I I lo I CD 1 -CD — — G-3 _ I-6030 I L WINDOW G-4 u I b I G-3 I dC dCZ G-3 G-4 G-3 G0 o KS G-4 C)G-3 O I-" Ta { 00 I RF1 —1 SIDEWALL FRAMING: FRAME LINE A (Gutter with 2 downspouts) 000 of U EC -1 FIELD SLOT GIRT WEBS FOR CABLE/ROD. MULTIPLE SLOTS MAY BE REQUIRED ACROSS GIRT DEPTH SLOTS 1 1/2' WIDE AND 3' LONG \ _ ■-ALIGN GIRT SLOT(S) �J W/ COLUMN SLOT(S) Slot location may *vary across girt depth for bracing ',attaching to endwall corner columns 00`t, I -Lo T ID 1 CD I la I lo I CD 1 -CD I -CD 1 I I I I I 1 I I SIDEWALL SHEETING 8c TRIM: FRAME LINE A PANELS: 26 Ga. SR — Fern (CSS6) MEMBER TABLE FRAME LINE A QUAN MARK PART LENGTH 1 6 3 2 E-1 E-2 E-4 G-3 G-4 CB -5 EAVL0430 EAVLO 430 EAVL0430 PZE08256 PZE08256 1/4" STR 16'-11 1/2" 15-11 1/2" 16'-11 1/2" 15-3 1/4" 16'-7 3/8" 19'-6" TR M TABLE FRAME LINE A OID QUAN PART COLOR LENGTH 2 34 5 6 7 8 90 1 1 2 5 2 2 14 ITOC 10 ITOCRL SE42RL MXG203 MXG103 MLSE10 MXGEC MLGB ML -GS - BH BH BH BH BH BH BH BH 10'-3" 16'-3" 1 4'-3" 20'-3" 10'-3" 10'-3" 5" 1'-g" 6" ANGLE TABLE FRAME LINE A OID QUAN PART LENGTH 1 2 PNH08206 20'-0" CONNECTION PLATES FRAME LINE A ❑ ID QUAN MARK/PART 1 2 3 18 CGC6A ERCLP08 REVISIONS REV SENT/NEL �uicoinio atyran�ri p�YnM R0.,L 1,.✓.I�,w 237 SOUTH 4TH ST AL ION, NE 68620 (800) 327-0790 DESCRIPTION Taking Pride In Building Excellence DATE APPROVED PAGE No. PROJECT GREGG MACKEY JOB NUMBER: 836106 HWY 82 & CATTLE CREEK RD GLENWOOD SPRINGS CO 81601 DESIGN- AND ENGR. DWI DATE. 3/22/16 // 1217 ENGINEER'S SEAL 0 0 (D U W 0 O 50'-0" OUT—TO—OUT OF STEEL 0 17'-0" 0 16'-0" 17'-0" 1' RF1-1 E-1 Ni -1-1 L—c ... . `� w II SE -1 IL P -2(T P) Au P-3(Tyo) P-1(Typ) v SI -1 ER Pi 10 1 4 RF1-2 RF1-2 -1 7 N N\ 7 7 z i 7 z rj� SI -1 �/� N N /xN /x\ / N_ 41IL x / N / x 7 N N\ X 7 N V/ SI -1 El 6' III F4 SP -1 Fil P-5 Typ) SI -1 P-4 Typ k] C�\6 P-2(Typ) cziv GQ v' . `v, 7 N / N 7 7 N 7 7 7 \ 7 \- SI -1 1❑ //\\\ I ir x 7 \\� x /� \\ x /� \\ x �7 \N x i \E� ER -2 0.SI-1 RF1-2 D SE -1 U W II I i i _ ��, E_� RF1-1 E-3 R PURLIN LAP 2'-1 3/41" 2'-1 3/4" ROOF FRAMING PLAN GENERAL NOTES: NOTE: Refer to the rigid frame cross section drawing for roof sheet placement and extension past eave strut. 2' -1 3/41" 2'-1 3/4" RF1-2 BRACE SYSTEM #1 (2) BRACE SYSTEM #1 RF1-2 F1-1 CD rn CDS MEMBER TABLE ROOF PLAN QUAN 4 8 44 42 2 1 4 636. 12 MARK PART LENGTH P-1 P-2 P-3 P-4 P-5 E-1 E-2 E-3 E— 4 CB -6 SP -1 SI -1 SE -1 PZE10254 PZE10256 PZE10254 PZE10254 PZE10254 EAVL0430 EAVL0430 EAVL0430 EAVL0430 1/4" STR PCE08256 PCE08256 PCE08256 19'-1 1/2" 20'-3 1/2" 19'-1 1/2" 19'-1 1/2" 19'-1 1/2" 16'-11 1/2" 15'-11 1/2" 1C-11 1 /2" 1C-11 1 /2" 20'-1" 1'-4 5/8" 3'-9 1/2" 3'-7 13/16" TR M TABLE FRAME LINE OID QUAN PART COLOR LENGTH 2 3 2 1 MFXR20 MFXR10 BH BH 20'-3" 10'-3" ROOF SHEETING PANELS: 24 Ga. MX Bone White (MC) ANGLE TABLE FRAME LINE OID QUAN PART LENGTH 4 PAN04206 20'-0" CONNECTION PLATES ROOF PLAN OID QUAN MARK/PART 2 3 * * 818 6 84 66 PR80 PPC10 ARCO6A BC 1 —106 BC2-106 BC3-106 x SEE BRACE SYSTEM #1 DETAIL PAGE REVISIONS REV DESCRIPTION DATE APPROVED SENT/NEL iuicoinro araranta I.YwMe1DYllWite. 237 SOUTH 4TH 57' A ION, NE 68620 (800) 327-0790 Taking Pride In Building Excellence PAGE No. Neither the engineer named on the lodgmenta„ Systeme. . division of Gebel eating �Industrie.. c . In la thy The n.ow Record. Yn .npYe.Santee.; n.rn.d d Building ram i. leveledrameleveledto .Yve9N , .renter. at the GREGG MACKEY JOB NUMBER: B36106 'Lc' HWY 82 & CATTLE CREEK RD GLENWOOD SPRINGS CO 81601 DESIGN. A.YB ENO: DMII ENGINEER'S SEAL DATE: 3/22/16 BET• MEMBER TABLE QNT 16 32 MARK BRS-1* BRS-2* PART LENGTH 2" SS STR 2" SS STR 10'-3 1/4" 1 O'-1 3/8" w TOP AND BOTTOM OF PURLINS 3'-10" 17'-0" P-1 OR P-4 P-2 17'-0" P-3 DR P-5 1 I 1'-0„ I BUILDING LAVE STRUT SE 4' X 2' ANGLE (SHEET ANGLE) FIELD CUT TO LENGTH. TK2075 SCREWS 2 @ TOP LIP 2 @ BOTTOM LIP 4 @ ANGLE TO SE-? INTERIOR PURLIN CU LT: BRACING SYSTEM REQUIRED TOP AND BOTTOM OF PURLINS CO) PLACE] BRS-1 BRS-2 (4) PANCAKE HEAD SCREWS PER STRAP CONNECTI❑N (6) - ' X 1' A307 BOLTS 3RACE SYSTEV #1 SI -1 SI -1 PURLIN BC1-621 CLIP CU . Li ce DIAG❑NAL STRAPPING IS 2' x 0,02' STEEL STRAPS @ 0,38xSPAN FROM EACH SUPPORT ON TDP OF PURLINS PEAK PURLIN SP - PEAK PURLIN (6) - X 1' A307 BOLTS REVISIONS REV DESCRIPTION DATE APPROVED ENT/NEL su2vnvo�srsrsn�s 237 SOUTH 4TH ST A ION, NE 68620 (800) 327-0790 PROJECT Taking Pride In Building Excellence PACE No. CRECC MACKEY HIV'Y 82 & CATTLE CREEK RD (74871 0 6 DESICN. AMB CLENFOOD SPRINGS CO 81601 &NCR: DMII DATE` 3/14/16 DET. wired an Ow w rex a'a Fnnzln nMEaF a u. ENGINEER'S SEAL NOTE: IF BUILDING HAS AN ENDWALL OVERHANG, PLACE THE GABLE RAKE ANGLE, ON THE BOTTOM OF THE PURLIN USE (4) 1/2"x1 1/4" #12 S.D. SCREW A325 BOLTS W/ (8) WASHERS F� d Of RAFTER PURLIN BRACE PURLIN GABLE RAKE ANGLE ENDWALL RAFTER SECTION THROUGH ENDWALL RAFTER 1/2'x1' A307 BOLTS USE (3) PER CDNNECTIO SIDEWALL GIRT WELDED GIRT CLIP 1/2'x1' A307 BOLTS USE (2) PER WELDED CLIP < ENDWALL GIRT CORNER COLUMN CGC7 CLIP CORNER COLUMN TO WALL GIRT D4._O.Didb FLANGE BRACES ONLY REQUIRED WHERE DESIGNATED NOTE: IF BUILDING HAS AN ENDWALL OVERHANG, PLACE THE GABLE RAKE ANGLE, ON THE BOTTOM OF THE PURLIN #12 S.D. SCREW GABLE RAK ANGLE (4) 1/2'x1" A307 BOLTS RD❑F PURLIN BOLT THE FLANGE BRACE TO THE CLIP AT THE RAFTER AND ROTATE THE FLANGE BRACE UNTIL Of ..WBS CLIP CONTACTS THE PURLIN. SCREW THE .WBS CLIP TO THE PURLIN BOLTS, 0.5'x1.5' (t )W/WASHER AT PURLIN TO FRAM END OF BUILDING — JMFBS CLIP IS FASTENED TO UNDERSIDE OF PURLINS W/ (4) #12 SD SCREWS RIGID FRAME RAFTER 0.5 x 1.25 A325 BOLTS W/ WASHER ON RED IRON SIDE (TYP) ROOF PURLIN TO EXPANDABLE ENDWALL RIGID FRAME WHEN MEMBRANES ATTACH TO UNDERSIDE OF PURLINS BASE PLAT ENDWALL COLUMN BASE PLATE TO ENDWALL COLUMN OR DOOR JAMB ESI BOLTS, SEE ENDWALL DRAWING FOR DIA & TYPE. WASHER DN COLUMN SIDE. CLIP IS ALWAYS UPSL❑PE FROM WEB OF COLUMN ENDWALL \ UNLESS NOTED OTHERWISE RAFTER ._ USED WHEN I ENTIRE DOOR IS TO ONE SIDE f OF PEAK / DR POSSIBLE ENDWALL COLUMN ATTACHMENT OPTIONS ENDWALL RAFTER TO COLUMN SEE ENDWALL DRAWING FDR BOLT DIA & TYPE ENDWALL RAFTER - SPLICE PLATE ENDWALL RAFTER -' RAFTER SPLICE AT SURFACE CHANGE F.ISUDVG NOTE WELDED PLATE BOLT, 0.5' BY 1.0: (TYP) ENDWALL COLUMN ENDWALL GIRT ENDWALL COLUMN TO WALL GIRT REVIEW RIGID FRAME CROSS SECTION DRAWING FOR THE NUMBER OF FLANGE BRACES AND THEIR LOCATION. THERE MAY BE 0, 1 OR 2 FLANGE BRACES REQUIRED, CONNECT FLANGE BRACES WITH A325 BOLTS WITH WASHER ON RED IRON SIDE (TYP) BOLTS, 0.5'X 1.0' (6 REQUIRED) BOLTED CLIP, RAFTER TO PURLIN ROOF PURLIN BOLTS, 0.5' i x 1.5' A307 /4. JMFBS CLIP /,RAFTER "i FLANGE BRACE RIGID FRAME INSIDE FLANGGE RIGID FRAME RAFTER ROOF PURLIN TO INTERIOR FRAME RAFTER REVISIONS REV DESCRIPTION DATE APPROVED iuic.oavo� srsrrrnra WdwdgplL I�i.K� 237 SOUTH 4771 ST JON, NE 68620 (800) 327-0790 Taking Pride In Building Excellence PACE No.Sentinel Bolldm GREGG MACKEY NWY 82 & CATTLE CREEK RD CLENWOOD SPRINGS CO 81601 JOB NUMBER: 836106 DESIGN: AMB /� !NCR: AEC named ontb• odimant mak nor .t... the E "ad a Retard. lba as AM mdmor nomad and Sonlin.41 Bulking podormanco aIho DATE 3/11/16 DET. ENGINEER'S SEAL a bt tal by ty OaOa 07) NOI,LdI OSaa tj SNOISIAn1 7V 'S S,YS,7NI.2NY 3Nde13 QI❑Ia ❑I m cl -1 C5 z NQI1 A313 d D Gl z D n D bd GN3 110613;13 BOLTED CLIP PURLIN STABILIZER NNf1100 3Nd213 ❑1 1ZII9 T1VM O ° t1 m A -1 r 3 D m Z 0 m C7'l OA rD cx mm Z (4 0 m m A rD >X Z m 0 m 'lt)Z >4-0 Cl • -1 z -- £ t1 -1" O 2 m < Z z=-1 m� V) 2 0 to o �r rr mm 0 t7 - z --1 1'l m z ty r r ANCHOR _ BOLTS SIDEWALL COLUMN BASE PLATE PL AN ELEVATION ANCHOR BOLTS AT SIDEWALL COLUMN UPPER WALL PANEL #12 SD SCREW INSIDE CLOSURE ENDWALL TRIM #14 SD SCREW W/ MASTIC 5"x4" ANGLE #12 SD SCREW 5"x4" ANGLE LOWER WALL PANEL (EXISTING) ROOF PURLIN & ENDWALL RAFTER (EXISTING) TIE IN DETAIL (ROOF TO WALL) WALL PANEL 11111111 a .° HOLD SHEETING ABOVE CONCRETE OR BASE TRIM BY �'a. U Concrete Foundation 1-1/2' x 1-1/2' OPTIONAL NOTCH ' MASTIC Apply Mastic under base angle only If base foam closures are used 1/4' WEDGE ANCHOR SECTION THRU WALL PANEL AND CONCRETE FOUNDATI❑N WEDGE ANCHORS SPACED 30' o.c. MAX AND AT BOTH ENDS OF EACH PIECE OF ANGLE, BUILDING WARRANTY VOID IF SPACED GREATER THAN THIS BASE CHANNEL 0 0 0 0 0 0 0 0 I I 0 0 I—TOP BOLTS, SEE DRAWING FOR SIZE. INTERMEDIATE BOLTS, THE NUMBER OF TOP OR BOTTOM BOLTS GREATER THAN FOUR. 1 ---BOTTOM BOLTS, SEE DRAWING FOR SIZE. EXTENSI❑N BEYOND FLANGE IS ❑PTI❑NAL, AT TOP & BOTTOM. BOLTED END PLATE C❑NNECTI❑N AT BUILDING PEAK BOLTED END PLATE TOP FLANGE-' 0 0 0 WEB BOTTOM FLANGE 0 0 0 0 0 0 0 [—TOP BOLTS, SEE DRAWING FOR SIZE. INTERMEDIATE BOLTS, THE NUMBER OF TOP OR BOTTOM BOLTS GREATER THAN FOUR. F --BOTTOM BOLTS, SEE DRAWING FOR SIZE. EXTENSION BEYOND FLANGE IS OPTIONAL AT TOP AND BOTTOM BOLTS FOR RIGID FRAME C❑NNECTI❑NS REVISIONS REV SENT/NEL O�YYir iOML tiM+b.lg/ 237 SOUTH 4TH ST AL,BION, NE 68620 (800) 327-0790 DESCRIPTION DATE APPROVED Taking Pride In Building Excellence PACE No., te. GRECC MACKEY HWY 82 c& CATTLE CREEK RD GLENWOOD SPRINGS CO 81601 JOB NUMBER: B361 06 DESIGN. A.Vg INCR.- AEC DATE 3/11/16 DET s ". Ina ninon of GbbW Indho acilm as the hK. Engimer %card. 0.d Swillnel &Aq syslarnw Y *rolled (" ENGINEER'S SEAL 7V TS SA717NI7N.7 .1a41 :VLYO'1 L/ 'oN SDYd ?19N.7 CDACIelddto •NDISN a3ewnN eor Siva aoua7Paoxy 524pyzng uI avud 6uz yvj N011dRJJSJQ 0610-129 (009 02999 SN W0l97Y its Elk HMOS' 467 .7.911//1N A38 SNOISIAdel OBSn 88 ION a1no0 ONI3Ved8 81840 dl •8WVeJd ON8 ONI2IV 8 V d0 ad81SNl 08Sn 88 /WA 3VNVedA NIVW V i/\ dA CVO- A1VH 1d\ 011d 0 S\011dO SL ] H10 TIV aVC\VIS SI \OLLOV AOVHHdVIC 1]\Vd 110\ NOISdO NOI1VGNn0d 1d108dS ONIelIn03?:1 NOI1VONn0d 8H1 01 1N3WOW V 30naNI 111M SNWn100 el3N2J03 adXld •adsn 88 ) VW SNWn100 2I8N?:100 3Sd8 08XId N8H1 `03OV1d 88 ION NVO ONI3b?d8 8-8'910 1VH1 O3OV1d 3?zIV SONIN8d0 08W`d1d 11VMON3 8H1 JI S\v\imoO L]\, di -1D 00 .]SVE a]XlH 1V\011d0 •17VMON3 8H1 JO S80d0d 1`91181V1 8H1 enASNVal 01 81A1d8d NIVW GNV Se:131AVei 11VMGN3 N88M188 d00L1 8H1 01 0800V 88 0S -IV NVO S3-18VO .S3-18VO 8H1 81VO01AIWOODV 01 ONI110-IS 018Id 82:11n08e1 7IM S1eJIO Hsn-d `BSVO SIH1 NI •SNWn100 T1VMON3 N88M188 ONIOVe:18 8-18V0 00`4 01 SI 3AI1VNI311d 1SedId 8H1 `81dn08aVNI SI S1I Ndd 8H1 d0 NOIIOV WOVHHdVIO NBHM 0\I0VL.E ]1EV0 1V\011d0 1.610 d110 If ±S 3AV3 •S1N8 N In03ei ONIOVL18 8H1 J.JSLLVS 01 08Sn 88 T1IM S00H18W ONIM0110d 8H1 d0 8N0 S80e:10d 8SH1 1SIS81 01 81dn080b'NI SI N011Od WOddHdVIO SRL dl 'N011VON110d 8H1 01 SOOLIOd OIWSIBS ?d0 ONIM 1V 1V1 11WSNde:l1 01 13Ndd 11VM 8H1 d0 NOIIOV INOVaHdVIO 8H1 =nun 3V1VLIJ TVMONB ONIe:IV38 O IVON`d1S 8H1 ON 10V� E -11VMO N] a.VC \V1S . 1-03 2-33 C-33 .2-33 . 2-33 1-33 . 1 33 2-33 E-03 rt -33 . 2-33 1 33 4-43 1-9 2-9 1-9 2-9 b 1-9 2-9 I MI N N = I 1111111 E INIP = M = OM I N N = M TYPICAL USE 701-, 70 U. 1-- \ N 0 1=1 N p O n CAL USE W N ..� 0 0 h__N...),_....1 "— �, BEND LINE ^ �= y BEND LINE o N \ tD O — _ r WO O O O 1-+ o 1 F, i .-{7.-1L0 �r N PART W .� --I PART O� V fes. Oy ON i � O_, 01 D 0 0 C o W I- W o N i 0 0 (n r W - o TYPICAL USE Q TYPICAL USE 0 C cn 3 z o o n D 3 O w z J x 3/4" SI m (TYP.6) � I 1 N 1-4 CO '17 n co PART rn = co r 0 0 lam— j+ o CO -pi a,17 W Oma, G m AMB/EAVE Sl F _VGE BR TYPICAL � 1 z Z 1--• _-W� _ W n 1--1 n N1 PROJECT ;E BOLTED ANGLE AL USE D USE L,. �p 1-` 1-:::1 1 I M - ►I ` 0 0..----1 - 'J� 1 %. Ln Taking Pri DESCRIf LO k0 rn ..- - BEND LINE al - - -- ° ~` rn = BEND LINE X w JMFBS PART u, W \ 1100 N 0-- CI o °' = O 1FL 0 g P t=irn Z BANG24 BANG 44 PART r -..... - [..._ — — — ^ 1�.. O CT1 I - 0 ko co U.) . -A FOR SHEE AT THE C = 1-1--. z N mm m m N (n = F-` = i - N. m A , Z _ 1-• 3 0 -1 , O 111al A m 0 Ul( G7 rn,c, Ci u) a v A o O c w BEND LINE -4 7, O o o LINE rn x TD(!) c= rn t} co -- — _BEND 1•-1 I N lip CO _ (r) .i_ Tt9 O 0, O .___...= 1 ` ..., ‘.0,0 a, .. :uH ... 'CINEER' S S N fD N X W n n co PART 1 _ 1- o STANDARD CLIPS THAT MAY BE SUPPLIED WITH BUILDING N = N I I I I E N I S N I N M M ( 4" I'I ni I 7U I II Ir -I O ENDWALL SHEE R 3 1P R -F- 1 \� z R) 7 ( �i o = D. v, i mn i (/) U I ' I r-- I'1 m 1 --I D 2 1/4" 0 r 1 7 /III () �. Bio �� �y V)zW/.�Z�a ni �' d \-' fTl -I G� rl1 ( r1 m < � C �7 V) - I ' I ��4 , A I W E' m \\ \ �- 1 1 Taking Pride In Building Excellence DESCRIPTIDN DATE I APPROVED REVISIONS CUTS ❑N ❑PP❑SITE C❑P\ER F \ ❑PP=SITE SIDE ❑F THE RI: I\GS WITH SLIPE LESS THAN v❑DIF-ICATI❑\ T❑ ENDWALL SHEETS, 'NATE vETH❑D FOR TRIvvI\G S T❑ INSTALL AND USE SHEE F -❑P CUTTI\G C❑RNER ❑\ SH \ IN \\ \ \ \ I- z \ L) /-U d \ ( \ \a D n \ V) \ 1 [1-1 \\ \ m, p ' [ ----I I-1 (- ' I Pt:iy `'(A m (/) � z 0 \ \ \ \ _ 71 y\, lam\\ V1 a 0 U 1' _ J fi g a! ri; I nTl -I rn v) o 1fl f-EI/mrn D ENGINEER'S SEAL v J I v r— 1> p__ �I- Pi 1T1 d 7 i z 2 1/4" -‹ I- m �_ N = NM MI = = E N = N N En = = MN N N MI IIIII 1 cci l0 z NOI1dR3S312 m Q3AOdddb' SNNISIA3a fl 7, I Z -17dMC\3 7V,ZS S,?I.7.7NIONI ti cf) c7 1 L TK2150 SCREW @ 12" O.C. DOOR JAMB TK2150 SCREW @ EACH GIRT JAMB COVER JAMB TRIM JAMB COVER JAMB TRIM ROOF SHEET 1 - SIDEWALL SHEET EAVE -' TRIM EAVE TRIM TK2150 SCREWS - @ 12" O.C. HEAD TRIM -� SIDEWALL SHEET DOOR HEADER HEADER COVER HEADER COVER HEAD TRIM ENDWALL SHEET LAPTEK SCREWS -\ @ 12" O.C. CORNER TRIM TK2150 SCREWS @EACHGIRT CORNER TRIM \-SIDEWALL SHEET STANDARD TRIM PLACEMENT RAKE TRIM HEADER JAMB COVER CORNER TRIM BASE TRIM JAMB TRIM HEAD TRIM TK2150 SCREWS @ EACH PURLIN RAKE TRIM LAPTEK SCREWS @ 12" O.C. ROOF SHEET LAPTEK SCREWS @ 12" O.C. ENDWALL SHEET \_ ROOF PURLIN SHEET ANGLE 4" X 2" 16 GA. TK2150 SCREWS @ 6" O.C. TO ANGLE REVISIONS REV SEA/ L "`-' fi /NO �onolpsra7 237 SOUTH 4TH ST ALBION, NE 68620 (800) 327-0790 DESCRIPTION Taking Pride In Building Excellence DATE APPROVED BIOS No. Neither the engineer ed on the adj.,. x nor Sentine SI id ding COMPANY JOB NUMBER PROJECT DESIGN: ENGR: DATE: G nen nnnx nr. is acting nx the the meineer m Record. sponsi m the engineer named and Sentine Li, ding Systems is invited to the structure pert arm.. of the hySentine Nuidingd ENGINEER'S SEAL RAKE TRIM LAPTEK SCREWS ® 12" O.C. BOTH LEGS UL -60 ROOF UL -90 ROOF TK____ SCREWS ® TK____ SCREWS ® 12" O.C. AT PURLINS 6" O.C. AT PURLINS RIDGE CAP ROOF PEAK PURLIN TK____ SCREWS ® 6" O.C. PEAK BOX LAPTEK SCREWS ROOF SHEET RAKE ANGLE, SCREW TO PURLINS WITH A SDSS (TK2075) AT EACH PURLIN ENDWALL SHEET, USE TK____ SCREWS ® 6" O.C. AT RAKE ANGLE ROOF AT PEAK/PEAK BOX RAKE TRIM LAPTEK SCREWS ® 12" 0.C. BOTH LEGS ROOF SHEET SIGNAGE BOX LAPTEK SCREWS CENTER SIGNAGE BOX ON ENDWALL ENDWALL SHEET, USE TK____ SCREWS ® 6" O.C. AT RAKE ANGLE RAKE ANGLE, SCREW TO PURLINS WITH A SDSS (TK2075) AT EACH PURLIN ROOF AT SINGLE SLOPE SIGNAGE BOX L in I RETURN MASTIC DOWN PURLIN BEARING EDGE AND RETURN 6" MASTIC APPLICATION DETAIL AT INSTALLED PANEL ROOF SHEET RAKE TRIM LAPTEK SCREWS ® 12" O.C. BOTH LEGS UL 60 ROOF UL -90 ROOF TK____ SCREWS ® TK____ SCREWS 12" O.C. AT PURLINS 6" O.C. AT PURLINS RAKE TRIM CLOSURE POP -RIVET TO RAKE TRIM ENDWALL SHEET TK____ SCREWS ® 6" O.C. AT BASE OF ROOF SHEET TK____ SCREWS ® 6" O.C. AT TOP OF WALL SHEET EAVE TRIM LAPTEK SCREWS ® 12" 0.C. PANEL TO PANEL LAPTEK SCREWS ✓/j EVERY 20" TK____ SCREWS ® 12" O.C. AT GIRTS BASE ANGLE OR CHANNEL 2//- TK____ SCREWS ® 6" O.C. AT BASE OF WALL SHEET SIDEWALL SHEET ✓t CORNER TRIM LAPTEK SCREWS ® 12" 0.C. BOTH LEGS E\DWALL/SIDEWALL COR (NOTE: IF NO INSULATION IS PRESENT USE TK2125 SCREWS, IF WALL INSULATION IS UNDER 6" USE TK2150 SCREWS, IF INSULATION IS 6" OR GREATER USE TK2200 SCREWS.) REVISIONS REV DESCRIPTI❑N DATE APPROVED ER ENGINEER'S SEAL SEA/ TINES; �ui�ouvo oranrns� arsirma�.rw 237 SOUTH 4TH ST A(800) 327 0 900 Taking Pride In Building Excellence PACE No. PROJECT JOB NUMBER: ADDRESS DESIGN: ENCR: as DATE: DET: Neter a. r,y,.. named .n the ae.ew.. PSentinel . Eactinas ihe ., 9.r .f Rocord. TM ="n1::1 eon Sentinel Bin b(Wien p Sydow utlb the *Wand Women= of au by Sentrnel 7V3S S, KUNIDN3 •NWN,& WOISM C "oN 196V Q3AO21ddt, :13ewnw eor 31tia aouappaaxy 6umpng uI apyd 6uirv,L NOI1dI83S3Q 0640-L29 ((009 02999 .7N 'NOI 7V ,IS 11,1f H,1170S zee' AwA�IiDA�T1i gscQ.cv aviminv nab SNDISIA3d1 —I❑Ndd d❑❑ i NO SId air iv' H d❑ ❑GIS HSV❑ NO /`\3a3S �I1 (T) 31V301 (V) :S31❑N N0I1J3a3 13Ndd dvais d3d QO3d1 (2) d -d iIdl❑Q 13AIa d❑d ln❑dSNM❑Q dVd1S inDdSNMDQ 13NVd SI�i-Il1n M3dI3s >131dV1 1N3WH3dlld 13118❑ el❑d ln❑ lf13 d❑llfD '1d3-1 ld NMOHS Sb Sln❑dSNMOQ N31Sdd 01 NM❑Q SEM_ QN3E S3NI1 QN3ai —S3NI1 1113 7T NG/ T L G u-17 NMDHS �J311f1❑ JO 3QIS 1,10110S dD I QDH131A1 SIHI DS 1Id13Q dd1 d311fD /NDI133NNN❑3 1fDdSNM❑Q S33V1d (17) dAl S13AId d❑d H1IM SIVl 1N3E ❑1 N31SV3 ln❑dSNM❑Q — )I1nVD GNV S13AIa d❑d 'S1nDdSNMDG 3dJ\l Q3XDH dd1 d3linD 1N3WH3hcld 1❑-llfD 7Idl3Q dd1I a311fD dD.d in❑ 1113 d❑11(19 /NDII33NNND1 ll❑dSNM❑Q 1371110 G3Wdl❑3 11d 01 1113 NM❑HS �i311fD JO 3GIS W❑11DH S33V1d (17) d)\1 S13AIdl d❑d H1IM 1❑3111❑ 01 N31SV3 'S1nDdSNMDG 3dAl G N IDd ead GDH131A1 SIHI DSn in❑dSNM❑G )13ndS GNV S13AI6 dOd dV1 d311nD M❑E-D dvais N/`1DG d -d iIdl❑Q ❑❑S dVdls NMDA 3anS❑13 3QISin❑ 131111❑ d1311n❑ d311nD GavaNvis ❑'❑ NZI M3KS >131dV1 (V 31❑N 33S) M3a3s Ni Wl61 3AV SdVd11s a311nD �7 M3a3s >131dV1 'D'0 N21 7 M3 3s >131dV1 '3'0 N172 dVa1S a31inD P', .v D 13NVd 11VM3GIS —1nd1S 3AV3 (V 310N 33S) M3a3s Ni SM3d0S >131dV1 —UNVd 3DDz1 —3anSD13 3GISNI DNIQHI(1E SIH1 \❑ 1\3S❑e.d ]E 1❑N )dA 1b"HI \❑I1d0 \d ❑?.V sinods \M❑Q Q\d Se❑11(1❑ FIVE RHEA_, STYLE 1 --RS ARE A\ ❑PTII\ THAT VAY \❑T E PRESET n\ THIS 3UIL TYPICAL SPRING PAD CONFIGURATION (CONSULT YOUR DOOR SUPPLIER FOR SPECIFIC LOCATIONS) OPENING WIDTH PAD LOCATION FOR ADDITI❑NAL SHAFT BRACKETS FOR DOORS OVER 18'-3" WIDE I- 7 CENTERLINE L _1 OF SHAFT T L J " S .R STEEL PADS FOR SPRING ANCHOR BRACKET MOUNTING SQUARE AND PLUMB JAMB CENTERLINE OF DOOR HEADER See track detail for headroom clearance dimensions Not applicable to full vertical track S.R. = Minimum Required Sideroom OPENING HEIGHT REVISIONS REV DESCRIPTEON DATE APPROVED SEA/77~Z: /U/LOVIVb � IY�7th1� Iii MYVI� 237 SOUTH 4TH ST A ION, NE 68620 (800) 327-0790 Taking Pride In Building Excellence JOB NUMBER: DA'SICN. ENCR: DATE: PACS' No. DET. ENGINEER'S SEAL OVERT iIAD DOOR SIRING PAD AND I3ACKIIANG ETAIL,S CONSULT DOOR MANF. SPECS FOR SPRING PAD LOCATIONS NOTE ALL PARTS ARE ATTACHED WITH #12 SDS SCREWS ENDWALL DOOR SPRING PAD FRAMING END VIEW (From Bldg Interior) SIDE VIEW 2"x 3"x 16 ga ANGLE ENDWALL RAFTER SPRING PLATE HEADER TYP. 2"x 3"x 16 ga ANGLE TYP COLD FORMED RAFTER ON BUILDING INTERIOR SIDE VIEW 2"x 3"x 16 ga ANGLE ENDWALL RAFTER END VIEW (From Bldg Interior) -SPRING PLATE HEADER TYP. 2"x 3"x 16 ga ANGLE TYP COLD FORMED RAFTER ON BUILDING INTERIOR W/ MOMENT SPLICE 2"x 3"x 16 ga ANGLE TYP SIDE VIEW 2"x 3"x 16 ga ANGLE (Field Bend to Match Roof Pitch) END VIEW (From Bldg Interior) ENDWALL RAFTER -� SPRING PLATE HEADER TYP. 2"x 3"x 16 ga ANGLE TYP HOT ROLLED RAFTER OR COLD FORMED RAFTER WITH RAFTER RESTING ATOP COLUMNS NOTE: Local Dealers for Overhead Brand Doors provide material to back hang the track. PURLIN TYP 2 "x3 "x 16 ga. BACKHANG ANGLE TYP DOOR TRACK ENDWALL DOOR TRACK HANGING DETAIL PURLIN 2"x 3"x 16 ga. BACKHANG ANGLE TYP DOOR TRACK SIDEWALL DOOR TRACK HANGING DETAIL 2"x 3"x 16 ga ANGLE EAVE STRUT N 1 SPRING PLATE HEADER TYP. - 2"x 3"x 16 ga ANGLE SIDE VIEW END VIEW (From Bldg Interior) SIDEWALL DOOR SPRING PAD FRAMING DETAIL REVISIONS REV DESCRIPTION DATE APPROVED ENGINEER'S SEAL 237 SOUTH 4T!! ST A lON, N6' 68620 800) 327-0790 Taking Pride In Building Excellence JOB NUMBER DSSICN SNCR: DATE: PACS No. 11 0 z 0 D O Fzm II D SZ I31S HO 1 32'-0" OUT TO OUT OF STEEL 32'-3" OUT TO OUT OF CONCRETE s '0N 133HS rn r*t � D <��'z-1 0 •• -.0o Z •• 00 • CD Lo pcco m� rn • W mr ENGINEERING & TECHNICAL SERVICES,INC. STRUCTURAL ENGINEERING & DESIGN 57olui4-'5 do I6�5� 498-1249 FAX CE COPYRIGHT, 2016, ENGINEERING AND TECHNICAL SERVICES, INC. TALLY HO CONSTRUCTION PROJECT: GREGG MACKEY LOCATION: GLENWOOD SPRINGS, CO SHEET TITLE: LAYOUT & NOTES SCALE: AS NOTED BASE OF STEEL / T.F F. ELEV. 100' 1)j x 1Ji- NOTCH 6" SLAB W/ /4 0 24" O.C. E.W. 3'-0" 6' COMPACTED GRANULAR FlLL /4 REBAR VERT. 0 48' 0.C. (3) - /4 REBAR HORQ. (NOR!. REBAR TO BE CONT. THROUGH PIER AREAS) (2)-/4 REBAR CONTINUOUS TYPICAL O FROST WALL SECTION BASE OF STEEL / T.F.F. ELEV. = 100' 1 8' WALL BEHIND t-1 -o"-t BASE OF STEEL ELEV. - 100' 6' SLAB W/ /4 0 24' 0.C. E.W. 3'-8" /4 REBAR VERT. 0 48" 0.C. & (3) /4'S HOR12. 8" 6' COMPACTED GRANULAR FILL (4) i5 BARS VERTICAL /4's VERT. 0 48" 0.C. SItEE COLUMN BY OTHERS ALL A.B. & PLACEMENT TO BE TAKEN FROM STEEL BUILDING MANUF. ANCHOR BOLT PLAN 3'-0" 4'-0" 8' WALL 15' /5 HAIRPINS 0 45' 6' SLAB W/ /4 0 24' 0.C. E.W. i��isssss��AN605•111l BEHIND ®% (8) /5's VERT. W/ V 90' BEND INTO 810. 11111 1 3 O to' o.c. +(2)2) OTOP witm8" 3'-0" x 3'-0" x 1' PAD SIDE VIEW /4 REBAR AT 8' 0.C. EW. 6' COMPACTED GRANULAR FILL OTYPICAL SIDEWALL RIGID FRAME PIER DETAILS SCALE 3/4' - ,•-o- 8" x 24' FOOTING /3 TIES AT 12' O.C. SIDE VIEW (2)-/4 REBAR CONTINUOUS O TYPICAL ENDWALL 3µ & - ,C9RNER PIER DETAILS SGML #4's HORIZ. REBAR 0 12' 0.C. VERTICALLY 2'-0" TOP NEW 8' FN0. WALL (4) /5 BARS VERTICAL 1.-0" 13 TIES 0 12' O.C. e4'. VERT. 0 48' 0.C. /4's HORIZ. REBAR 0 12' O.C. VERTICALLY /3 TIES 0 12' O.C. (8) f5 VERT. BARS W/ 8" BEND INTO FOOTING 15' /5 HAIRPIN 0 45' 1 -101 -1* -4"-1-101 t-, •-4"-t 1'-8" REBAR NOT SHOWN FOR SIMPLICITY IN FOOTING 3 RROPS- — — 0 10' 0.C. + (2) 0 TOP 1'-8" 3'-0" SIDEWALL /4's HORIZ. REBAR 0 12' 0.C. VERTICALLY /4's VERT. - — -111-413-0:C7 I 3' 0"--# 8" TOP NEW 8" FND. WALL (4) 15 BARS VERTICAL — — — f 8" TOP VIEW GEN. NOTES & SPECIFICATIONS: SUILDING CODES: -2012 INTERNATIONAL BUILDING CODE DESIGN LOADS: - FOUNDATION DESIGN LOADS BASED ON LOADS PROVIDE BY STEEL BUILDING MANUFACTURER. FOOTINGS & FOUNDATIONS: A. D. E. MINIMUM FROST COVER FROM GRADE TO BOTTOM OF FOOTINGS IS 42" UNLESS NOTED OTHERWISE. ASSUMED SOIL DESIGN BEARING CAPACITY OF 1500 PSF, CODE DEFAULT VALUE. FOOTINGS SHALL BEAR ON SUITABLE NATURAL SOIL OR COMPACTED FILL IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER. FILL SHALL BE COMPACTED TO THE FOLLOWING MINIMUM STANDARD PROCTOR VALUES (ASTM D698): SLAB ON GRADE: 95% FOOTINGS: 98% FROST FOUNDATION BACK FILL: 95% BASEMENT BACK FILL: 80% ALL COLUMN FOOTINGS SHALL BE CENTERED ON THE COLUMNS; AND WALL FOOTINGS SHALL BE CENTERED ON THE WALLS UNLESS SHOWN OTHERWISE. CAST - IN - PLACE CONCRETE: A. DESIGN CODE: ACI -318 'BUILDING CODE REQUIREMENT FOR REINFORCED CONCRETE' B. CONCRETE 28 DAY COMPRESSIVE STRENGTH (fc) FOOTINGS: f c=3000 PSI, 4" SLUMP, 1 1/2' MAX. AGR. W/C RATIO OF 0.47, 5%-7% ENTRAINED AIR INTERIOR SLABS ON GRAD: fc=4000 PSI, 4- SLUMP, 3/4' MAX AGR. W/C RATIO OF 0.51, 4%-6% ENTRAINED AIR WALLS: fc-3000 PSI, 4" SLUMP, 3/4" MAX. AGR. W/C RATIO OF 0.50, 3%-5% ENTRAINED AIR ALL EXTERIOR CONCRETE SLABS: fc-4000 PSI, 4" SLUMP, 3/4' MAX. AGR. W/C RATIO OF 0.45, 55-7% ENTRAINED AIR ALL EXTERIOR CONCRETE SHALL BE AIR ENTRAINED 5% TO 7% BY VOLUME. C. REINFORCING STEEL (NEW, DEFORMED AND CLEAN) ASTM A185 FOR WELDED WIRE FABRIC. ASTM A615 GRADE 60. CLFARANCES FOR THE REINFORCEMENT: CONCRETE PLACED DIRECTLY ON EARTH, FOOTINGS 3' SLABS ON EARTH SLAB MID -DEPTH GRADE BEAMS/WALL; BOTTOM 3" GRADE BEAM/WALLS; TOP AND SIDES 2" WALLS, COLUMNS, BEAMS: OUTSIDE FACE 1 1/2" WALLS: INSIDE FACE 1 1/2" FORMED SURFACES EXPOSED TO WEATHER OR EARTH: /5 BARS AND SMALLER 1 1/2" /6 BARS AND LARGER 2" EXCEPT AS INDICATED 3/4' D. REINFORCING SPLICES SHALL BE THE GREATER OF 24" OF 48 BAR DIAMETERS. E. LOCATIONS OF SIZES OF ALL PENETRATIONS, HOLES, SLEEVES, ETC. SHALL BE COORDINATED WITH ALL TRADE F. FURNISH AND INSTALL ALL CHAIRS, TIES, AND OTHER ACCESSORIES IN ACCORDANCE WITH THE CONCRETE REINFORCING INSTITUTE (CRSI) 'MANUAL OF STANDARD PRACTICES' G. CONSOLIDATE ALL CONCRETE BY VIBRATING. H. ALL CONCRETE AND MASONRY CONSTRUCTION DURING HOT OR COLD WEATHER SHALL COMPLY WITH ACI 305R "HOT WEATHER CONCRETING' OR ACI 306R 'COLD WEATHER CONCRETING' RESPECTIVELY. I. ALL REINFORCED CONCRETE SHALL CONTAIN LESS THAN 0.30% WATER SOLUBLE CHLORIDE 10N IN CONCRETE, BY WEIGHT. J. CONTROL JOINTS A5 PER ACI -318-05. SAW JOINTS TO BE CUT AT A MAXIMUM SPACING (IN INCHES) OF 36 TIMES THE FLOOR THICKNESS (IN INCHES) EACH WAY. SAWN JOINTS ARE TO BE CUT AT A DEPTH OF 25% OF THE SLAB DEPTH AND CUT AS SOON AS POSSIBLE WITHOUT FRAYING THE CONCRETE SURFACE. OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTION /50d PSF W Z 0 E.., o L.) (/) cn o • x Lllcn ocl �v • O • w a W wa V J • Z oO w O U ce d 0 SHEET STRUCTURAL ENGINEERING & COPYRIGHT, 2016, ENGINEERING AND DATE: 4-19-1 6 DWN BY: BMB DESIGN BY: BMB CHK. BY: D.D.B. REV: SHEET NO.: s