The URL can be used to link to this page

Home My WebLink AboutB15-0155 REV1 plans approved DESIGN CRITERIA: NEW EGRESS WINDOW AND WELL JOB �: 1507-06 Roof Live Load (Snow) -------------------------------- 80 psf Roof Dead Load ------------------------------------ 15 psf Floor Live Load ------------------------------------- 40 psf Floor Dead Load ------------------------------------ 15 psf Deck Live Load ------------------------------------- 100 psf Deck Dead Load ------------------------------------ 15 psf Wind (3 Second Gust) -------------------------------- 90 mph (Exp. B) Seismic: Occupancy Catagory ------------------------------- II Seismic Design Category ---------------------------- C Site Class ------------------------------------- D SS ------------------------------------------ 0.256 S1 ------------------------------------------ 0.073 IBC/IRC Edition ------------------------------------ 2012 This addition/remodel is in conformance with the structural provisions of IBC Chapter 34. SPECIAL INSPECTIONS: a. Special Inspections shall be provided according to Section 1704.1. b. Periodic inspection of stee� construction elements shall include material verification in accordance with these drawings, manufacturer's certificate of compliance, snug—tight bolted joints, and anchors installed in hardened concrete. c. The structural engineer does not provide special inspections. Periodic observations of construction by the structural engineer are not to be considered special inspections. I��1�P►IJ�I[�]►t]��L�I►A a. Foundation and retaining woils have been designed using a an assumed lateral pressure of 55 pcf. b. Provide continuous foundation drains around the base of retaining walis. Contact geotechnical engineer for details. c. Provide egress per IBC/IRC requirements. d. Because geotechnical information was not available at the time of preparation of the construction documents, we have used assumed values based on similar sites in the area. Construction of the foundation may not proceed without verifying these values. Report any discrepancies from original design assumptions to structural engineer for re—evaluation of foundation design. e. Backfi�i around and above structural buttresses and retaining walls shall be compaction—tested per the recommendations of the geotechnical engineer. f. Do not backfiil against retaining walls until supporting elements are in place and securely anchored, or adequate shoring is installed. Concurrent backfilling of each side of a free—standing retaining wall to final grades as indicated on plan or section is required unless temporary shoring is installed. g. Verify type of fill with soils engineer and structural engineer prior to backfilling. STRUCTURAL WOOD FRAMING: a. All window well timbers sholl be Wolmanized #2 Hem—Fir or better. STRUCTURAL STEEL: a. Structural steei shall be detailed, fabricoted and erected in accordance with the most current editions of AISC Specifications and Code of Standard Practice. b. Structural steel angles shall be ASTM A36. c. Expansion bolts shall be wedge type "Hilti" or "Rawl" or "Simpson", or approved equivalent. d. Where corrosive soil conditions exist, steel angles shall be galvanized ond shall be attached to the foundation with galvanized or stainless steel expansion anchors. GENERAL REOUIREMENTS: e. All waterproofing and flashing is the responsibility of the architect and contractor. f. it is the responsibility of the contractor to contact the structural engineer at the appropriate time to perform site observation visits. Observation visits to the jobsite by the engineer are for determination of general conformance with the construction documents and shall not be construed as inspection. g. Though every effort is made to provide a complete and clear set of construction documents, discrepancies or omissions may occur. Release of these drawings anticipates cooperation and continued communication between the contractor, architect and engineer to provide the best possible structure. TheN drowtn� hOw bNn pnpar�d for the uN of o qudMsd oonlroCtOr �erlenad in th� oonstruction techniqua and sptemt depkted. h. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, framing, foundation and anything else that may affect the work shown on the drawings. Underpinning, shoring and bracing of existing structures shall be the responsibility of the contractor. � � � � � � \ � \ � � � \ �� V � \ �� \ \ I � \ � � € � I SAW CUT EXSTG FDTN. WALL PER ARCH. C� C� C� � MC� D i a. Structural erection and bracing: The structural drawings illustrate the completed structure �� 201� I with all elements in their final positions, properly supported and braced. The contractor, in I � the proper sequence, shall provide shoring and bracing as may be required during construction V to achieve the final completed structure. Contact structural engineer for consultation (not in contract) as required. TQWN OF VAIL b. Dimensions: Check all dimensions against architectural drawings prior to construction. Do not scale drawings. c. Construction practices: General contractor is responsible for means, methods, techniques, sequences and procedures for construction of this project. Notify structural engineer of O� �/a'' omissions or conflicts between the working drawings and existing conditions. Coordinate "��Wn w requirements for mechanical/electrical/plumbing penetrations through structural elements with �� structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods used for construction shall be in accordance with the latest editions of the IBC/IRC. i_, -- d. Detoils not specifically shown on the drawings shall be constructed in a manner similar to t� � details that are shown for like conditions. These items shall be brought to the attention of the structural engineer as soon as possible for approval. Approval shall be obtained prior to installation. �� \ z � � �M 4'-0" (V.I.F.) EXSTG. CONC. FDTN. WALL ALT. 6x6 TIMBERS w/ 30d SPIKES � EA. CORNER X Q � � � o ; � � � z � I � � _ � \ � � m I 1 � z � d' � 1 M � � � � € I 07/10/15 L5x3Y2x5/6xFULL HT. w/ (1)-5/$"� EXP. ANCH. � 12" O.C. w/ 4Y2" MIN. PEN. L5x3Y2x5/6 (LLV) w/ (3)-5/8"D EXP. ANCH.'s w/ 4Y2" MIN. PEN. [(1) � EA. END & (1) � MID—SPAN] � � � 3/2 �`� � \ \ \ ~ �—� \ \ \ ��8�� \ V � � � � TYP \ \ \ \ \ � \ \ \ „ � s0�%hfi �Ji` VC'�1� �� EVIEV�'�� :.y��-5,� F� t. V ��s�M�G.._, �ate:�.. g' �5�� y� �C'f�� __J --=._ TYPICAL WINDOW WELL � � � � EXSTG. CONC. FDTN. WALL EDGE 35/8„ TYP. SCALE: 3/4" = 1'-0" _ �� a �� D g� z .� o; _ � W w � o F � �� J � N -` a U � °+,�i � � �m « � � � °m Y? °� e a> � Y—� W d+ � � � AH z z � � W O A � � x O � � O � O � a w a � � O � U w a � O W � � designed by RSS drawn by NJR checked by TDH issued PERMIT 07/10/15 �n�t S1 JOB 1507-06 �� ""r� � F �