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HomeMy WebLinkAboutB14-0381_S1.1_1413842460.pdf F : 34411PI&V . Design Criteria: General Requirements: A. Structural erection and bracing: The structural drawings illustrate the completed structure with all elements in their (4)-1/4"x3 1/2" SDS 1 IS Code Edition: 2012 IBC final positions supported and braced. The contractor, in the proper sequence, shall provide shoring and bracing as SCREWS EA. FACE,TYP. may be required during construction to achieve the final completed structure. Contact engineer for consultation , °. ® +�+ .0 1/2 SHEATHINGid m Live Loads: (not in contract) as required. —iii E IMI3 Roof 145 psf B. Existing structures: If construction adjoins an existing structure,the contractor shall be responsible for verifying 0�' —_�' A%/ AW Deck 145 psf dimensions, elevations,framing,foundation and anything else that may affect the work shown on the structural \� '1 plans. Under pinning, shoring and bracing of the existing structure shall be the sole responsibility of the contractor. \�■.■ Dead Loads: C. Dimensions: Check all dimensions a ainst field and architectural drawin s rior to construction. Do not scale ' THINSET STONE r 9) Roof 15 psf drawings. g g p Ii VENEER, RE:ARCH. \" �"•" © SIMPSON LSTA12 EA. C. RE:ARCH /\ RAFTER,TYP. lao) Va''' Deck 12 psf D. Construction practices: The general contractor is responsible for means, methods,techniques, sequences and �' � ■■ procedures for construction of this project. Notify structural engineer of omissions or conflicts between the ! A11IPLYWD. OROSBROOFLateral Loads: � 2x4 FRAMING O ' 10/20/14 working drawings and existing conditions. =sem■ X ������i SHEATHING `{. TYP.AROUND Basic Wind Speed: 90 mph (3 second gust) E. Coordinate requirements for mechanical/electrical/plumbing penetrations through structural elements with x a r A A Exposure: B a COL. 2A structural engineer. Prior to installation of such equipment or other items to be attached to the structure,the g �� 'Mak Seismic Design Class: N/A _ N !; RIDGE BEAM RE: g contractor shall obtain approval for connections and support. Contractor shall furnish required hangers, b ���li' % PLAN 1'1 M11 connections, etc. required for installation of such items, unless specifically noted on plans. r, 61 C -. ,L•11 r A �.. q)) F. Jobsite safety is the sole responsibility of the contractor. All methods used for construction shall be in accordance 'I� - -- -- �� TIMBER COL., I; ° with the latest edition of the IBC. RE: PLAN 2x RAFTERS, RE: PLAN Foundations: G. The structural engineer may make periodic observation visits to the jobsite for determination of general ° A. Design is based upon assumed values commonly found in the area. Foundation construction may not proceed conformance with the construction documents. Such observation visits shall not replace required inspections by REFER TO ARCH • 4 °=� ,� without verification of these values. If discrepancies exist in actual site conditions or the report, notify EOR for the governing authorities or serve as"special inspections" as may be required by Section 17 of the International ELEVATIONS FOR �i one design reBuilding Code. BATTER • 4 4 R E S 0 U R C E B. Continuous concrete footings and foundations are based upon a (an assumed) maximum allowable design soil H. Though every effort has been made to provide a complete and clear set of construction documents, discrepancies i ?' = bearing pressure of 2000 psf(dead load plus full live load). or omissions may occur. Release of these drawings anticipates cooperation and continued communication between engineering consulting C. All footings shall bear on firm, undisturbed natural soil or properly compacted structural fill in accordance with the the contractor, architect and engineer to provide the best possible structure. These drawings have been prepared recommendations of the geotechnical engineer including proof-rolling and over-excavation as required. All footings for the use of a qualified contractor experienced in the construction techniques and systems depicted. are to bear a minimum of 48" below exterior grade. Center all footings columns or grid lines unless otherwise notedn POST OFFICE BOX 2121 on plans. 7 �+ 333 BEARD CREEK RD.#302 D. Avoid excessive wetting or drying of the excavations, keeping the excavation reasonably free from water during c placement of concrete. Provide continuous perimeter drains around the base of foundation and retaining walls. S1.1 SCALE: 3/ "=1'-0 S 1.1 SCALE. 3/ "=1'- 0 EDWARDS, COLORADO 81632 Refer to geotechnical report for specific under-drain system requirements. 4 4 P 970 306 7638 E. Backfill shall be compacted to meet a 95% minimum standard Proctor density per ASTM D-1557 unless otherwise noted in the geotechnical report. Backfill shall be placed in 12" maximum vertical lifts or as detailed in the soils WWW.ONEDESIGNRESOURCE.COM report and shall be free of deleterious material and compacted in a manner that does not damage the foundation, waterproofing or damp-proofing material. If soft spots are encountered contractor shall remove material and > m re compact w/approved material (RE: soils report) Finished grading shall drain away from the foundation wall at a (1NEW 2x2 PICKETS,AT 4"o.c. MIN. ' 2 2 ca minimum of 5%. NEW 2x6 TOP RAIL ATTACH WITH 1/4"x2 1/2" SDS z F. Contractor shall retain a licensed geotechnical engineer to verify soils conditions during excavation. Verify any SCREWS INTO 2x4 RAILS,AT 4x4 discrepancies from the original assumed values in writing to structural engineer for re-evaluation of the foundation >. SCREW TO 4x WITH MIN. design. > >z No special inspection per engineer. Town of Vail to do all inspections NEW 2x4 TOP& (4) SCREWS. Reinforced Concrete: 8" / BOTTOM RAILS WITH o A. All structural concrete had been designed in accordance with ACI 318-11. All structural concrete construction work 1/4"x2 1/2" SDS SCREWS 4x4 DECK POST W/SIMPSON HL53 shall conform to ACI 301-11 (or latest edition) unless noted otherwise. #4 NOSING BAR AT INTO LAST 2x2 PICKET & (4) 1/2"THRU-BOLTS. [(2)AT AREAS USED AS STAIR. CONC.SLAB RE: PLAN TO 4x4 ATTACHMENT POST, (2)AT JOIST ATTACHMENT] B. Cast in place concrete shall be made with type I/II sulfate resistant cement to maintain the following requirements, admixtures containing chloride salts shall not be used. _ S. / NEW REDWOOD DECKING RE: Element: F'c Mix Type Max W/C Ratio %Air 8"THICKENED SLAB a ° 4 /r/ NOTES Foundations& Footings 3000 psi EDGE W/(2)-#5's CONT. 1 /;07.WO �".�".�0.h0 � 1 ix x 1 x Xx I x Exterior Slabs on Grade 4500 psi 0.45 6-8% HORIZ. 1. 4 dP, d dP d � - NEW 2x8 RIM W/ o S 2x8 JOISTS, RE: PLAN • ° • jam• = Co 1/4"x3 1/2"SDSo © AO C. Concrete coverage for reinforcing steel shall provide the following: - 4e19 — SCREWS AT EACH JOIST 1. Concrete poured permanently against earth: 3" _ INTO END GRAIN.2. Concrete poured in forms(exposed to weather or earth): 2" -, 1 , 11III— ?k• NEW 2x10 SISTERED TO EA. SIDE OF O EXISTING RS4x8 W/(3)-0.148"x3 D. Concrete slabs on grade shall have sawn or trowel cut control joints at a maximum spacing of 12'-0" in each 1/4" GUN NAILS AT 8"o.c.,TYP. direction or 144 sq-ft within 12 hours of pouring. Carry reinforcement through joints and locate isolation joints = —. (STAGGER 1" MIN.) o NEW PT 2x6 SISTERED TO EA.SIDE around columns at exterior wall. Consult engineer prior to connecting the slab on grade to other portions of the , . w a superstructure. OF EXISTING RS4x4 COL. W/ SIMPSON T-ANGLE AT BEAM SPLICEw v E. Hot and cold weather concreting procedures shall conform to the recommendations in the ACI Manual of Concrete (2)-0.148"x3 1/4" GUN NAILS AT // OVER COLUMN. EA.SIDE cc2 m W Practice. 12"o.c.,TYP. a o F. Expansion bolts shall be placed a minimum of 6 bolt diameters from concrete edge and maintain a 10 bolt diameter o o in spacing, unless noted otherwise. 3 0 0 Lu w Reinforcing Steel: C-60- •� SCALE: 3/4"=1'-0 S1.1 SCALE: 3/4"=1'-0 A. All reinforcement detailing,fabrication and placement shall conform to the ACI Details and Detailing ofTr Reinforcement(ACI 315-11). 1- B. All reinforcing shall be of high grade deformed bars conforming to ASTM A615,grade 60, except ties and anchors N o which shall conform to ASTM A615,grade 40 or ASTM A706,grade 60. _ 0 0 C. Welded wire fabric shall conform to ASTM A185,grade 60 and be lapped a minimum of one full mesh plus two O Z inches at side and end splices and be wired together. D. Lap splices of reinforcement,where permitted, shall be a minimum of 48 bar diameters for#6 bar and smaller and SIM CONDITION: HEAVY REVISIONS ISSUE 80 bar diameters for#7 and#8 bar, unless noted otherwise. Contact engineer for splicing recommendations prior ANGLE CONNECTION 6x to construction where not specifically detailed or noted. Do not weld or use mechanical splicing. BEAM TO 6x COL.TYP. 4 EXISTING 2x WALL FRAMING Z Structural Wood Framing: WITH SHEATHING, RE: 0 A. All framing and truss lumber shall be of dry Douglas Fir-Larch (DF),graded by Western Wood Products according to 2x BLKG.,TYP ORIGINAL PLANS the following recommendations. All 2" nominal lumber, except studs shall be of DF#2 or better, and solid timber PLYWOOD OR OSB ROOF 0 beams and post 3" nominal and wider shall be DF#1. SHEATHING, RE: PLAN EXSTG. FLOOR SHEATHING Q B. All studs shall be of Stud Grade Douglas Fir or Hem-Fir(HF). TIMBER BEAM, RE: PLAN / NEW REDWOOD DECKING RE: C. Built-up 2x nominal lumber members shall be of the following requirements: NOTCH 2" FOR CROSS BEAM / 1 O 2x RAFTERS, RE: PLAN NOTES. AT BRG. SECURE W/(2)-3/4"�5 RE:ARCH7 RE:ARCH L~n Element Connection x 6" LAG SCRE INTO END „ T.O. EXSTG. PLY. J All r Beams 2x- DF#2 or better (2)-rows of 12d nails @ 12" o.c. ^� Lxixixix GRAIN. _ T.O. DECK \r, W Z (size per plan) or(2) rows of 1/2" dia.thru-bolts @ 24" o.c. •11 "t°' ' N EXISTING 2x FLOOR FRAMING,TYP. Posts DF or HF#2 or better (2) rows of 12d nails @ 6" o.c. ��� TIMBER CROSS BEAM, RE: `' r-,-..- it m (FLOOR FRAMING MAY BE O 2x4 or 2x6 studs �\ F PLAN EXISTING AND NEW 2x8 DECK \N + OR PARALLEL TO WA SPANNING EITHER L PERPENDICULAR FRAMING) (4 0 — 0 • O JOISTS AT SPACING RE: PLAN. J > U D. For all solid or built-up columns bearing through floor joist spaces, provide blocking in joist space with cross 2x FASCIA W/2x TRIM _ W — sectional area to match column above. FASCIA, RE:ARCH Q 0 J E. Except as otherwise noted, the minimum nailing shall be provided as specified in the "Nailing Schedule" available in 6x COL., RE: PLAN EXISTING 2x WALL FRAMING WITH CO the 2012 IBC Table 2304.9.1 SIMPSON HEAVY ANGLE, EA SHEATHING, RE ORIGINAL PLANS. W U P Q F. Bolts used for wood framing connections shall be installed with standard washers and nuts. SIDE OF COL.,TYP. 0 z V) > G. Unless noted otherwise, steel connectors such as those manufactured by the Simpson Company shall be used to L.L join rafters,joists or beams to other beams at flush-framed conditions. Use all specified nails. Connector conditions 06 W Z O not otherwise noted shall utilize Type U or Type HU hangers of a size specifically designed for the member Q c[ supported, as shown in the manufacturer's published tables. Contact structural engineer for details as required. rj 2 W v) C] Z H. Framing Notes: • Exterior Walls: S 1.13 �� S 1.1 3/4"=1'-0 Q Ur a. At beam bearing locations in stud walls, provide multiple-studs post equal to width of bearing member unless SCALE. /4 =1 :- Z — O noted otherwise. Z m • Floor Construction: z 1 a. Provide 2x6 "Deck Heart" or better Redwood decking. Gap according to manufacturer recommendations. W N b. Provide solid blocking between deck framing at all bearing locations. Blocking material shall match joist, J material. . —4/-- z —4/— (. U c. Decking shall be identified with the grade-trademark of the California Redwood Assoc. and shall meet the -� COLUMN WITH POST BASE, . COLUMN WITH POST BASE, requirements of Redwood Inspection Service, latest edition. RE: PLAN - RE: PLAN 0 • Roof Construction: VERIFY 1O O VERIFY 1O O J t a. Provide 5/8"thick APA plywood sheathing rated 32/16, exposure 1. Install sheathing with long dimension '• T.O.P. a '. (1)-5/8"x 3 1/2" EXPAN. •, T.O.P. I a° (1)-5/8" x 3 1/2" EXPAN. m perpendicular to rafters and end joints staggered and nailed with (0.131"0 x 2 1/2") 8d gun nails a@ 4" o.c. 4 e ANCH.,TYP. H _ ANCH.,TYP. along panel edges and @ 12" o.c. at intermediate supports, unless noted otherwise. • ° b. Roof framing members must be aligned to bear within 5" of the studs beneath. = 4 W c. Plywood sheathing shall be applied continuously over the primary roof members(rafters or trusses) below r �.. SIM CONDITION: SLAB . ° 4 SIM CONDITION: SLAB g O ,> :4 •\•, PRESENT AT GRADE. HOLD \ \.. PRESENT AT GRADE. HOLD iz over-framed areas to provide adequate lateral stability. 41 �\ SONO TUBE DOWN BELOW SONO-TUBE DOWN BELOW W W d. Provide wind/seismic anchors at supports for all roof joists and trussed rafters. i ; ° SLAB AND BEAR THRU-SLAB a SLAB AND BEAR THRU-SLAB s e. Provide solid blocking between roof rafters, and lookouts at all bearing locations. Blocking material shall 3" 1- a / / 3" 3"/ . / / 3" `^ a match rafter,truss chord or lookout material. a ° ENGINEER OF RECORD f. Panels shall be identified with the grade-trademark of the American Plywood Association and shall meet the c a 10" 0 CONC. SONO-TUBE 4 10" 0 CONC.e SONO-TUBE ,y..N\N requirements of U.S. product standard PSI, latest edition for plywood. ? i PIER. cz PIER. OO LIC`‘"1 rci, s + 4 0 4 0 ' {��fiI (4)-#5 DOWELS x _I Tr J I . (4)-#5 DOWELS x Non Structural Elements: m ° ; :-S11603 sem` 0-8 0'-8" /0 N09/24/2014• A. All elements not specifically structural such as non bearing partitions attached to and/or supported by the a 4 °? II+ � ••• �.+�cj,�± sub/super structure shall take into account any deflections and other structural movement. \ a4 ,� Y ii 0--..., G� a d z ° a 4 !i. % ,,S/pNAL°� m \ �2—da. p RE: FOOTING SCHEDULE in \ ° RE: FOOTING SCHEDULE 1 VERIFY \ \ FOR REINF. INFO.,TYP. VERIFY \ \ ° FOR REINF. INFO.,TYP. 7 B.O.F. k RE: PLAN ,1' B.O.F. ,1' RE: PLAN k ODR�OBNO. 14011 1 'BIG-FOOT' OPTION 1 SHEET NO. S1.1 SCALE: 3/4"=1'-0 S1.1 SCALE: 3/4"=1'-0