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HomeMy WebLinkAboutB17-0355 plans approved.pdf 6 > Town of Vail DESIGN CRITERIA: ADILLO DECK REMODEL JOB II: 1708-21 OFrP ��) ^`' - Y Vown of V :�..ci-, Roof Live Load (Snow) 100 psf C C GD FO'R COr .;!",..??..1;..,001", 4.) Roof Dead Load 15 psf z RcEV GW -c�u� ® , Floor Live Load 40 psf (' atY. a Floor Dead Load 15 psf `°OM�����C� `� \ �� _ d Deck Live Load 100/215 psf \� / �` 8E Deck Dead Load 15 psf �\ Date._. / T o00 /14 ,-7, Wind (3 Second Gust) 115 mph (Exp. B) \� n 1 4,:e, ®�®�� ��� RISK Design Category II By• �SIONP •S. Seismic Design Category EXEMPT \ bode - �," IBC/IRC Edition 2015 /7 \ SPECIAL INSPECTIONS: / / \\ \\ \ \ \ ` 2x6 08/18/2017 // \ \ \ \\ �� a. No special structural inspections are required. Periodic observations of construction by / / \ \\ EI the structural engineer are not considered to be special inspections. r�J \ a STRUCTURAL WOOD FRAMING: / / 77, '',� \ rF S T E a. All 2" nominal lumber shall be Douglas Fir Larch #2. / 6� \ \\ \�JIi z b. Except as noted otherwise, minimum nailing shall be provided as specified in the // °Q \ \ �8 F o k,4 "Fastening Schedule" in the IBC. / / / 7 \ \ 5' c. All lumber used in construction shall have a maximum moisture content of 19%. / / © \ \ '"•,.../,:r-/4 (E) CANT. JOISTS. '" ., d. Unless made of treated or naturally decay—resistant wood, all deck beams and joists "1// 76, \ TYP. o N wider than 11/i" shall be sealed and flashed at the top surface per architect. /// V.I.F. \ \ �m / / (E) T.O. PLYWC. ©C CC ° Eo GENERAL REQUIREMENTS: / / ` / \ IC a a> a. Structural erection and bracing: The structural drawings illustrate the completed // �/ VERIFY (TE) HANGER & \ \\ structure with all elements in their final positions, properly supported and braced. / / CONTACENGR. DURING The contractor, in the proper sequence, shall provide shoring and bracing as may be i/ / ^� required during construction to achieve the final completed structure. Contact /// �/ CONSTRUCTION / / structural engineer for consultation (not in contract) as required. ��� / / " v. ADD (N) (2)—TIMBERLOK SCREWS © // b. Dimensions: Check all dimensions against architectural drawings prior to construction. Do not scale drawings. \\ / / 1 16" O.C. © (E) CONT. LEDGER [EQ. / / Q c. Construction practices: General contractor is responsible for means, methods, / \...'; ��` % N techniques, sequences and procedures for construction of this project. Notify 6\ � / \ �gJ\ SPACING BTWN. (E) FASTENERS] /!/ Q ,� structural engineer of omissions or conflicts between the working drawings and existing ��f �' , \J 4 // conditions. Coordinate requirements for mechanical/electrical/plumbing penetrations �y� \ \ \�1 jJ) / through structural elements with structural engineer. Jobsite safety is the sole 1 / ���� / '2," q responsibility of the contractor. All methods used for construction shall be in accordance with the latest editions of the IBC/IRC. �� ��` \\C rfr / / (E) 1Y8x117/8 OSB RIM H (24 d. Details not specifically shown on the drawings shall be constructed in a manner similar 4)_2X6 1 '.•:\<., /.pJ / / © FLOOR PERIMETER P-4 Oa to the details that are shown for like conditions. These items shall be brought to the l attention of the structural engineer as soon as possible for approval. Approval shall OPNG. (LOW) `EJ / / �' //' INDICATED THUS, 0 be obtained prior to installation. / \ \� //// F V e. All waterproofing and flashing is the responsibility of the architect and contractor. APPROX. LOCATION \ \ / E /3)_2x6 YP W a f. It is the responsibility of the contractor to contact the structural engineer at the jf4it ( \ Q E-+ p y s OF NEW HOT—TUB / appropriate time to perform site observation visits. Observation visits to the jobsite ` � O � by the engineer are for determination of general conformance with the construction / O ill documents and shall not be construed as inspection. k4: 7 „.g. Though every effort is made to provide a complete and clear set of construction (E) CANT. JOISTS, TYP.documents, discrepancies or omissions may occur. Release of these drawings (E) CONT. 2x8 LEDGER W/anticipates cooperation and continued communication between the contractor, architect / and engineer to provide the best possible structure. These drawings have been �G`J OC / (3)—TIMBERLOK SCREWS © prepared for the use of a qualified contractor experienced in the construction SISTER RIPPED (N) 2x8 [MATCH • �V/F 16” 0.C. (V.I.F.) Q,I techniques and systems depicted. (E), 6" MIN. DEPTH] TO (E) DECK / h. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, �/ framing and anything else that may affect the work shown on the drawings. JOISTS w/ (3)-16d NAILS © 12" VERIFY (E) HANGER & Underpinning, shoring and bracing of existing structures shall be the responsibility of 0.C. (STAGGERED EA. SIDE), TYP. / CONTACT ENGR. DURING the contractor. / designed by RSS / CONSTRUCTION dro,„,by RSS (N) CONT. 2x8 RIM w/ (2)-16d \, checked by TDH NAILS © EA. JOIST, TYP. issued ' (E) OPNG. (LOW) / PERMIT 08/18/17 v RECEIVED NORTH/ DECK FRAMING PLAN SCALE: 1/4" = 1 '-0" it, AUG 30 2017 VERIFY (E) MEMBERS AS INDICATED PLAN NOTES S' Town of Vain ON PLAN & CONTACT ENGR. w/ 1. EXISTING EXISTING NONES BELOW CONTINUOUOS PINATING FROM THIS OSTS FROM ABOVE ORVEL OR CRIPPLE BOVE)P STSARE AREIiINDICATED:N sheet / DISCREPANCIES, TYP. S1 EXISTING SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED:7 2. ALL COLUMNS ARE LABELED AT THE TOP. r n3. EXISTING WOOD BEAMS AT THIS LEVEL, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED ii (DROPPED). JOB # 17