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HomeMy WebLinkAboutpitkin.bldg.264306490054 (2014)7/14/2015 Shop DOLLE Barcelona 25.75 -in x 9.5 -ft Black with Wood Treads Spiral Staircase Kit at Lowes.com 'r y�-'57 7/t-7/IS- Your /6'zlBs Your Store: Glenwood Springs, CO Tweet 0 911 0 O'Mail Description DOLLE Barcelona 25.75 -in x 9.5 -ft Black with Wood Treads Spiral Staircase Kit Item N: 3655581 Model#:68730 $1,134.00 Get 5%* Off Every Day or Special Financing** Minimum Purchase Required Barcelona 25.75 -in x 9.5 -ft Black with Wood Treads Spiral Staircase Kit • Adjustable from 104 -in to 115 -in • Install in either a clockwise or counterclockwise direction • Treads are made of laminated -beech with high scuff -resistant varnish • Banister is black -powder coated steel • Adjustable rise between treads 8 -1/4 -in to 9 -1/4 -in • The top landing can be used in multiple size/shapes openings or mezzanines • Complete installation guide and toll-free support • 1 -year manufacturers warranty • Consultyour local building inspectorfor any questions and specifics regarding compliance with the local building codes prior to purchase Specifications Tread Wolin % 25.75 Collection Name Barcelona (Inches) - Interior/Exterior Interior Tread Depth (inches) 10 Black with Tread Thickness (inches) 1.5 Manufacturer Color/Flnish wood Laminated treads Tread Material Beech Woad Color/Finish Family Black Installation Hardware Included Yes Handrail Material Aluminum Attachment Method Wood Handrail Length (Feet) 16 Clockwise or Handrail Width (inches) 1.5 Turn of Spiral counterclockwise Staircase Height (Feet) 9.5 Warranty 1 -year limited Weight Capacity (lbs.) 493 Adjustable Height Yes Number of Treads 11 Type Spiral Rise Between Treads (inches) 9 © 2015 Lowe's. All rights reserved. Lowe's and the gable design are registered trademarks of LF, LLC FREE Store Pickup Your order will be ready for pickup from Lowe's Of Glenwood Springs, CO by 0711912015. Lowe's Truck Delivery Your order will be ready for delivery to you from Lowe's Of Glenwood Springs, CO by 0711912015. Parcel Shipping Unavailable for This Order Sent by carriers like UPS, FedEx. USPS, etc. DOLLE Barcelona $1,134.00 25.75 -in x 9.5 -ft Black with Wood Treads Spiral Staircase Kit J3 httpJAvww.l owes.com/pd_3655%33614-68730_?U R L=http%3A°/u2F %2Fwww.l owes.com %2Fpd_365558-33614-66730_%3F productld%3D3515126%26p... 1/1 STRUCTURAL GENERAL NOTES & SPECIFICATIONS JOANNE JOHNSON RESIDENCE DESIGN DATA: A. DESIGN LIVE LOADS 1. Basic Roof Snow 75 PSF 4. Garage 50 PSF 2. Residential Floors 40 PSF 5. Wind 90 mph, Exposure B 3. Decks N/A 6. Seismic Design Category C B. DESIGN CODES Intemational Residential Code, (IRC), 2009 with the International Building Code, (IBC), 2009 for additional information American Concrete Institute Building Code (ACI 318-99) American Institute of Steel Construction, Manual of Steel Construction (AISC 9th Edition) American Institute of Timber Construction, Timber Construction Manual (AITC 5th Edition) National Design Specifications for Wood Construction (NDS 2006) GENERAL: 1. Any changes to the contract drawings shall be submitted to the structural engineer for approval. 2. All dimensions and details on structural drawings shall be verified against the architectural drawings and any discrepancies shall be brought to the attention of the architect prior to fabrication or construction. Details on the structural drawings are typical. DO NOT SCALE DRAWINGS. 3. All openings through the structural system shall be approved by the Engineer. 4. Contractor shall provide all necessary temporary bracing, shoring, guying or other means to prevent excessive stresses and to hold the structural elements in place during construction. 5. The contract structural drawings and specifications represent the finished structure. They do not indicate the method of construction. The contractor shall provide all measures necessary to protect the structure during construction. Such measures shall include, but are not limited to bracing, shoring for loads due to construction equipment and protection of existing structures. Observation visits to the site by the structural engineer shall not include inspection of the above items nor will the structural engineer be responsible for the contractors means, methods, techniques, sequences for procedure of construction, or the safety precautions and programs incident there to. 6. Options are for the convenience of the contractor. He shall be responsible for all changes necessary if he chooses an option and shall coordinate all details. The cost of additional engineering work necessitated by selection of an option shall be borne by the contractor. 7. Any engineering design provided by others and submitted for review shall bear the seal and signature of an engineer registered in Colorado. B. Dimensions on the structural drawings are exact with the exception of masonry and sawn lumber dimensions which are nominal. Verify all dimensions with the architectural drawings. 9. Where required construction details are not shown or noted on these plans the contractor shall notify the engineer and the engineer shall provide sufficient details for the work to proceed. 10. Construction materials shall be spread out if placed on framed construction. Load shall not exceed the design live load per square foot. 11. Shop drawings shall be submitted to the architect for all structural items. The Engineers review is intended only as an aid to the contractor for obtaining correct shop drawings. Responsibility for correctness shall rest with the contractor. The contractor shall review all shop drawings prior to submittal. Items not in accordance with the contract documents shall be flagged upon his review. The shop drawings do not replace the original contract drawings. It is the contractors responsibility to make sure items are constructed to the original drawings. The adequacy of engineering designs and layout performed by others rests with the designing or submitting authority. 2'-0" MIN LAP X TOP CONCRETE-- WALL ONCRETE WALL `o a I � #4 REBAR DRILL & EPDXY GROUT 5" INTO EXISTING WALL Fr V-6" MAX. 6" MAX. 1 NEW RIM JOIST; LSTA12 STRAPS ® 16" O.C. MATCH JOIST DEPTH e� / EXISTING JOISTS TO BE REMOVED ----------- NEW BEAM MODULAR FRAME _J 11 L, W8x21- BEYOND SEE CONNECTION DETAIL 4 NEW EXTERIOR WALL 1-7 1/4" MIN. BEAM; BEAR SOUTH END ON W8x21; SUPPORT NORTH END FROM BEAM "B" WITH HU7 HANGER NEW BEARING WALL FOR WALL AND JOIST SUPPORT; 2x6 FRAMING WITH TREATED SILL PLATE. 1/2" DIAM. EXP. BOLTS AT 32" O.C.; 4" EMBED. A° I --- EXISTING CONC. WALL EXTERIOR WALL IEW BEARING WALL -OR WALL AND JOIST SUPPORT; 2x6 FRAMING WITH TREATED SILL PLATE. 1/2" DIAM. EXP. BOLTS AT 32" O.C.; 4" EMBED. (ISTING CONC. WALL PL 1/4 x 3 x 4 1/2 ONE SIDE W/ (1) 5/8" DIAM. BOLT STEEL OPT. A" BEAM "A" WOOD OPT, Q._"„ FLOOR PLAN SCALE: 1/4" = 1'-0" THIS DRAWING IS A WORK IN PROGRESS. THE DESIGN IS BASED UPON ASSUMED EXISTING CONDITIONS. UPON EXPOSURE OF THE STRUCTURE, CONTACT ENGINEER FOR SITE VISIT SO FINAL BEAM OPTIONS AND CONNECTIONS CAN DETERMINED. THIS DRAWING INCLUDES ONLY STRUCTURAL INFORMATION. THE DESIGN DOES NOT CONSIDER ARCHITECTURAL ASPECTS SUCH AS WATERPROOFING DETAILS, STAIR DESIGN, AND EGRESS CODES, 1. DO NOT CUT EXISTING W8x21 BEAM. 2. FILL-IN EXISTING OPENING IN CONCRETE WALL WITH CAST -IN-PLACE CONCRETE (fc=3,000 psi). SEE DETAIL 1. 3. CONSTRUCT BEARING WALL AND BLOCKING BETWEEN FLOOR SYSTEM AND TOP OF CONCRETE WALL SO ROOF, EXTERIOR WALL, AND FLOOR JOISTS ARE ADEQUATELY SUPPORTED. SEE DETAILS 2 & 3. 4. BEAR BEAM "A" ON EXISTING W8x21 BEAM. SEE DETAIL 4. COORDINATE CONNECTION WITH ENGINEER. 5. SUPPORT BEAM "B" FROM BEAM "A" AND CONCRETE WALL. UPON BEAM SELECTION, COORDINATE CONNECTIONS WITH ENGINEER. FOR WOOD OPTION USE HU48 HANGER. 6. CUT EXISTING JOISTS AT BEAM "A". PROVIDE UPLIFT STRAPS AND SOLID BEARING PER DETAIL 2, PRIOR TO CUTTING JOISTS. 7. CONFIRM MODULAR FRAME BEARS ON EXISTING W8x21. 8. PROVIDE SHORING AND REMOVE PORTION OF EXISTING MODULAR FRAME. SUPPORT FROM BEAM "B". COORDINATE CONNECTION WITH ENGINEER. 9. PRIOR TO CONSTRUCTION, VERIFY OPENING SIZE WITH APPLICABLE CODES AND AVAILABLE ROOM. RELOCATE NORTH PARTITION WALL OF OFFICE AS REQUIRED. • •, BEAM "A": C6x8.2 W6x9 (2) 9 1/4" LVL (3) 7 1/4" LVL BEAM "B": C4x4.5 L5x5x3/8 2-7 1/4" LVL BEAM "A" AND BEAM "B" ARE AT SAME LEVEL AS MODULAR FRAME. 044$.z1q• Paw Pitkin County MAY 222015 community Development U Z Cl) coCD NN LU cD T 0 �_ Z 00 t n Z cep QL V 6 UJ N W Lu co �QCO (L6 CO fnZ o p ZOo Y � co I-- E ®mow � LU N U Z M IX LU 1: ytQ/a1 Kp! .0 w 27036 Project Number: 1432 Date: 05-05-2015 PERMIT Drawn By: EPK Checked By: JP Scale: 0 N O M O U U L.L •� C: no V J ch C (B L O ^ v ' J U N � U) O > Q U) Q 1: ytQ/a1 Kp! .0 w 27036 Project Number: 1432 Date: 05-05-2015 PERMIT Drawn By: EPK Checked By: JP Scale: 0 N O M i Vt - Q Q L o LIJ CJ �; a W co cp U - w � � � U r. n, OIL48, C�ZOl4. per Notes BUILDING CODE NOTES Reference: 2009 IRC + IECC EXPIRATION: PERMIT WILL EXPIRE if work does not commence within 12 months of permit issuance OR If no code inspection is performed within any 6 month period. R105.5/ordinance CO Carbon Monoxide Detector required PitCo ordinance SD Smoke Detector required R314 V Bath Vent required R303.3 Vent Dryer - Dryer Vent to Exterior required Makeup air req. if over 200cfm exhaust M1602 G2439.4 EE required Emergency Egress required Emergency Egress window wells Egress window well covers grills, etc R310.1 R310.2 R310.4 Stairs Regulations for Winders Spirals, etc R311.7 R / R Min 10" Run / Max 7'/:' Riser R311.7.4 HR Hand Rail requirements R311.7.7 GR Guard Rail requirements R312 SI Stairway Illumination R303.6 Exhaust fan Exhaust fan re 'd in attached garage APEBC sec 11.11 Mechanical Room Min 2% of floor area req'd to be dedicated as mechanical area or complete mechanical plansmust be provided. Pitco Land Use Code Title 8 Cha 5-20 Appliance Access Ready access and min 30" space required M1305.1 Deca rotection Location Requirements R317.1 NL+V Natural Light + Ventilation required R303.1 Protect Exits Protect down slope exits from sliding snow PitCo ordinance z z 1 v� CL W Vol c C.. LL V El z a w 4 cn trr x r ~ K1 �!. UF- W�- 0>0 :�0 -. Cd-) E Ln�� cq a0 N To W d r c w cq FN i� m IrzU y �I !� z z 1 v� CL W Vol c C.. LL V El z a w 4 cn trr x r na 0 `___ . U s� �!. UF- W�- 0>0 :�0 na 0 `___ . U �!. Q .- -. Cd-) E Ln�� cq a0 N To W d r w cq Q i� E �I L LJ y ? s o r� vi? zi ss CL A E CIL V) Lp V � FE WAV/ E [I MAY 2 G 2015 BUILDING PLANNING FOR CODE C011v1?LIANCF Je finish surface of ramp slope, shall be not less than 34 R311.7.8 Illumination. All stairs shall be provided with _ inches (864 mm) and not more than 38 inches (965 mm). illumination in accordance with Section R303,6. t Exceptions: R311.7.9 Special stairways. Spiral stairways and bulkhead 1. The use of a volute, turnout or starting easing enclosure stairways shall comply with all requirements of shall be allowed over the lowest tread. Section R311.7 except as specified below. 0 2. When handrail fittings or beadings are used to R311.7.9.1 Spiral stairways. Spiral stairways are per - provide continuous transition between flights, mitted, provided the minimum clear width at and below the transition from handrail to guardrail, or t� the handrail shall be t 6 inches (660 mm) with each tread in used at the start of a flight, the handrail height at jhaving a7'/Zinch(190mm) rum imnmtread depth atl2, the fittings or bendings shall be permitted to inches(914mm)fromthenarroweredge. All treadsshall ,d exceed the maximum height. be identical, and the rise shall be no more than 91/, inches R311.7.7.2 Continuity. Handrails for stairways shall be (241 mm). A minimum headroom of 6 feet 6 inches continuous for the full length of the flight, from a point (1982 mm) shall be provided. ng directly above the top riser of the flight to apoint directly Lot above the lowest riser of the flight. Handrail ends shall be R311.7.9.2 Bulkhead enclosure stairways. Stairways Les returned or shall terminate in newel posts or safety termi- serving bulkhead enclosures, not part of the required as. pals. Handrails adj acent to a wall shall have a space of not building egress, providing access from the outside grade the less than 17, inch (38 mm) between the wall and the level to the basement shall be exempt from the require - 9•5 handrails. ments of Sections R311.3 and R311.7 where the maxi - the mum height from the basement finished floor level to not Exceptions: grade adjacent to the stairway does not exceed 8 feet or 1. Handrails shall be permitted to be interrupted (2438 mm) and the grade level opening to the stairway is the by a newel post at the turn. covered by a bulkhead enclosure with hinged doors or 1.51 2, The use of a volute, turnout, starting easing or other approved means. xo- starting newel shall be allowed over the lowest R311.8 Ramps. ant tread. R311.7.7.3 Grip -size. All required handrails shall be of R311.8.1 Maximum slope. Ramps shall have a maximum one of the following types or provide equivalent slope of 1 unit vertical in 12 units horizontal (8.3 percent epth graspability. slope).. 1. Type I. Handrails with a circular cross section Exception: Where it is technically infeasible to comply lien- shall have an outside diameter of at least 11/4 inches because of site constraints, ramps may have a maximum (962 ! (32 ram) and not greater than 2 inches (51 mm), If slope of one unit vertical in eighthorizontal (12.5 percent the handrail is not circular, it shall have a perimeter slope). stair dimension of at least 4 inches (102 mm) and not greater than 61/4 inches (160 mm) with a maximum R311.8.2 Landings required. A minimum 3 -foot -by -3 -foot mply(914 cross section of dimension of 21/4 inches (57 mm). mm by 914 mm) landing shall be provided: Edges shall have a minimum radius of 0.01 inch 1. At the top and bottom of ramps. )or Or of (0.25 mm). Ij . 2. Where doors open onto ramps. ;h[ 2, Type H. Handrails with a perimeter greater than (3658 k 61/4 inches (160 mm) shall have a graspable finger 3. Where ramps change direction. ' each K recess area on both sides of the profile. The finger R311.8.3 Handrails required. Handrails shall be provided iuway ion of recess shall begin within a distance of 3/ inch 19 � ^ ( on at least one side of all ramps exceeding a slope of one unit mm) measured vertically from the tallest portion vertical in 12 units horizontal (8.33 -percent slope). Vol. of the profile and achieve a depth of at least 5/16 l topof inch (8 mm) within '/s inch (22 mm) below the widest portion of the profile. This required depth 8311.8.3.1 Height. Handrail height, measured above the finished surface oftherampslope, shallbenotlessthan 3� closed [airs. shall continue for at least 3/s inch (1.0 mm) to a level inches (864 mm) and not more than 38 inches (965 mm). of that is not less than 13/4 inches (45 mm) below the R311.8.3.2 Grip Handrails face tallest portion of the profile. The minimum width size. on ramps shall comply steeper of the handrail above the recess shall be lit, inches with Section R311.7.7.3. percent (32 mm) to a maximum of 23/4 inches (70 mm). Edges shall have a minimum radius of 0.01 inch Continuity. Handrails where required p. Ieas1 (425 mm). _ ramps shall be continuous for the full length of the ramp. ramps shall a[ i[h four R311.7.7.4 Handrail ends shall be returned or shall terminate in Exterior wood/plastic composite hand. newel posts or safety terminals. Handrails adjacent toa rails, wood/plastic composite handrails shall comply wall shall have a space of not less than IV, inches (38 1 i vetli with the provisions of Section R317.4. mm) between the wall and the handrails. eoUf'_ _ ?UU9 INTERNATIONAL RESIDENTIAL CODE® 61