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HomeMy WebLinkAboutDRB16-0195_S1_1478902761.pdf F 4,;4:41"1111ie, :o a 0 01 'r 0 0 0 0 0 6" 2"1/2" PLYWOOD // _ FRAMING PER PLAN #4 DOWELS @ 16"o.c. !0 ! 22-0" / 22-0" �' 22-0" / 22-0" DRILLED 6" INTO q0 1/2" DIA.ANCHOR EXISTING AND GLUED DRB 7 BOLTS O.C. APPROVED 2-#5 BARS CONT. @ 36" w/EPDXY 6/1/2016 12:00:00 AM TOP AND BOTTOM SLAB PER PLAN - EXTEND SLAB 1 1 * OVER FNDN. WALL AT GARAGE \- z S AND ENTRY DOOR- DOWEL TO FNDN. WALL @ 16"o.c. �� 2 4 * s + �-- ir-• III-III=1I --_------- - 0o -III-_=1I1=1I1=1I :1 . ...1„ co til=til-til- TI I I F =1 I-1 I I-1 I I-1\1=1 1=1 1=1-- N T -1----1 1=1I I-1 I-III ,____\\F____-_\\\_111,_= -I 11- co J J III== j=1 11=1 1=1 1=1 I_ O N. 0 \ \ #4 BARS @ II -1II=11I I C I ,:r 16"o.c. / EXISTING 0 3. FOUNDATION TO #4 DOWELS @ REMAIN CD 16"o.c. 2,-0,. CD 8 a CONT. D io E 1J La' •4 * - � . . � � as ter. .; X H- + + + -��_. ,ri c. 4" $" 4 FIELD COORDINATE 4" DIA. PERIMETER / / / / ELEVATIONS BASED UPON DRAIN w/GRAVEL 1-4" EXISTING GARAGE/ENTRY 0 -1 L CONNECTED TO / / SLAB ELEVATIONS ,* . EXISTING DRAINAGE /Orr 4r4.4.4„,..+ + + r SYSTEM + + P m � 7 A\ SECTION A �S � R... a 4 °` Q - N. y 0o co 3/4" = 1'-0" J ' ! J c7) (7) 0 . : , / 22'-0" —/ 22' 0" . N 2'-0" ! =07114:0 II p�O%i 1 th .,. . v.rrl Z9 S4 M di i TOP OF SLAB A TOP OF SLAB I L TOW �'. — Illi 8078'-1 1/4" 8078'-1 1/4" 83'-5" + + TOF b 4"CONCRETE SLAB ON GRADE 73'-9 1/4" REINFORCED w/WWF 6x6/10x10 CENTERED w/4"GRAVEL • - ♦ - e / BENEATH-DOWEL TO ADJOINING CONCRETE(3 LOCATIONS TYPICAL) + + 4" 4" EXISTING /// EXISTING SHADED AREA DENOTES PORTION OF EXISTINGI- 7 TOW 83.-5" 8„ TOF 73'-9 1/4" ll \ e Z -'- FOUNDATION TO BE REMOVED + Co ao / / PRIOR TO POURING SLAB i%. EXTENSIONS M 0 . 0' °rte+ + ++ + A L _I L I Si + ah TOP OF SLAB TOP OF SLAB 8076'-1 1/4" 8076'-1 1/4" CONNECT NEW FOUNDATION TO I- 7 LT EXISTING FOUNDATION w/#5 x 3'-0" DOWELS @ 16"o.c. DRILLED 6" I INTO EXISTING AND GLUED w/ 0'-0" 1' EPDXY(2 LOCATIONS TYPICAL) o H + UNIT 6 UNIT 5 M 7 © T + I + + + y _1 1_ _, L _1 1_ ija TOP OF SLAB TOP OF SLAB 8074'-1 1/4" T 8074'-11/4" + L_] UNIT 4 4"CONCRETE SLAB ON GRADE REINFORCED w/WWF 6x6/10x10 22'-0" / 22'-0" / 22'-0" * CENTERED w/4"GRAVEL BENEATH-DOWEL TO ADJOINING 0 STRUCTURAL SPECIFICATIONS 0 0 - CONCRETE(3LOCATIONS N + TYPICAL) SHADED AREA DENOTES UNIT 3 I) Foundation design based upon assumed mar imam soils bearing capacity of 2000 7) Structural steel shall be ASTM A36 or better,anchor bolts and bolts shall be PORTION OF EXISTING psf(calculated for existing framing conditions and footing sizes shown on A307 or better. All structural steel is to be detailed,fabricated,painted and 18)Floor framing and concrete basement slabs must be complete and in place prior to — -I- FOUNDATION TO BE REMOVED r I + original plans)and equivalent fluid pressure of 50 pef to be verified by a soils erected in accordance with AISC STEEL CONSTRUCTION MANUAL,2005 backfilling cured foundation walls,unless adequate temporary shoring is in place. 22'-0" PRIOR TO POURING SLAB • engineer at the time of excavation. Installation of perimeter drains and site and CODE OF STANDARD PRACTICE. All welding to be performed by a l 9) General Contractor is to coordinate all diaphragm penetrations(i.e.,chimneys, )( / EXTENSIONS irrigation to conform with soils report,field test drains before backfilling. All certified welder and conform to AISC and AWS STRUCTURAL WELDING plumbing,sewers,etc.)through floors,walls,roofs and foundation walls with / 6'-0" �� 15'-4" footings are to bear upon natural undisturbed soil or compacted structural Fll as CODE.2000,all electrodes to be EE-70XX. All Truboit Wedge Anchors to be appropriate sub-contractors. General Contractor is responsible for the means, 0 v approved by the soils engineer. Soils engineer 10 inspect basement areas for installed according to manufacturer's specifications and details. methods,techniques,sequences,procedures,workmanship,seasonal scheduling L ;-• — — ``� radon gas. Install radon gas system beneath concrete slabs when required by the 8) I Joists and LVL's(2.0E)are as manufactured by BOISE ASCADE or approved and job-site safety associated with this project. The General Contractor is to soils engineer. Submit copy of report to engineer, equal,see shop drawings and manufacturers standard details. All built-up LVL verify all dimensions and elevations with the architectural drawings. Notify + °' °, s + + + OP 2) All foundation around perimeter of structure shall have minimum FOUNDATION PLAN �frost protection beams must be glued with PL400 and nailed with 2 rows of 16d spikes @ 9"oc. engineer of all conflicts and omissions between various elements of the working . O — — — I of 48"to bottom of Footing. All foundation walls and columns to be centered on LVL's deeper than 11 718"must be bolted together with 2 rows of 5/8"diameter drawings and the existing conditions prior to commencing with that portion of the � concrete footings unless shown otherwise on plans. bolts spaced @ 48"oc staggered. Solid blocking required at 8'-D"oc in all project. General Contractor is to inspect remodel projects and verify prior use and /I _J A 3) All cast in place concrete must be made with Portland cement and attair. diaphragms. All alternates to be reviewed and approved by the engineer. proper disposal desisting materials(i.e.,asbestos,etc.)as required by code. NORTH minimum compressive strength of 3000 psi after 28 days lnrinimum compressive 9) Sheath floors with 3/4"T and G plywood with minimum span rating of 40/20 or Identity of all existing hidden structural plans based upon plans by W II..1.1AM J. 1/4" = 11-0" S1 + strength of 4000 psi after 28 days for concrete used in slabs). Design based upon better and glue with PL400. Nail plywood with 10d @ 6"oc to all joists,field RUOFF-AIA dated April 17, 1978. L BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE(ACE coordinate screw option. 20)All materials exposed to exterior and or moisture conditions shall he treated for 5'-11" 318),1999. Concrete placement to conform with"Construction Requirements'as 10)Sheath roofs with 314"plywood with minimum span rating of 40/20 or better. these conditions(i.e.,chemical treatment,staining,painting,damproofing, 4:,_ / defined in ACI 318. All concrete slabs en grade must be provided control(scored Nail plywood with 10d @.6"oc to all rafters. Rafters spaced at 24"on center membranes, flashing,etc.)as required by code. All materials to be treated or CONNECT NEW FOUNDATION TO or cut)in accordance with soils report. All exposed edges of concrete shall have require and additional layer of 1/2"plywood nailed to the rafters. protected for fire resistance as required by code. WALL LEGEND EXISTING FOUNDATION w/#5 x 3'-0" 'Va"chamfer. Concrete wotk shall not have any horizontal cold joints unless 11)Sheath all exterior walls with'/2'plywood with minimum span rating of 2410 or 2I)Special inspection to be completed by building official approved inspection DOWELS @ 16"o.c. DRILLED 6" authorized by the engineer. Field coordinate all vertical cold joints with structural better. Nail with 8d @ 6"oc to all studs. agency for epoxy glued dowels. Inspection reports to be prepared in accordance INTO EXISTING AND GLUED w/ engineer,use continuous vertical water stop at all cold joints. 12)Live loads used for design- with IBC Chapter 17 on approved forms,verifying compliance with construction EXISTING WALLS + + 4) Reinforcing steel is ASTM Grade 40. All welded wire fabric must conform to -Roof-IOD psf snow plus ASCE 7 drifting. documents and be submitted to the building official for review and approval, TO REMAIN EPDXY(5 LOCATIONS TYPICAL) ASTM A 185. Reinforcement placement shall conform to MANUAL OF -SO psf(4:12 or greater). copying the owner,general contractor and engineer. Coordinate inspections with PORTION OF EXISTING LJ STANDARD PRACTICE,2001 es prepared by CRS!. All lap splices to be -Floor-50 psf residential. general contractor so that special inspections can be periodic rather than minimum 36 bar diame:ers,all horizontal reinforcement to be continuous around -Deck-100 psf. continuous. WALLS TO BE REMOVED 22'-0" 22'-0" corners and at wall intersections. Minimum reinforcement protection- -Wind-90 mph(3 second gust),Exposure B. -concrete poured against earth 3" -Earthquake-Zone C-IBC. WALLS TO BE ADDED 3 UNIT 2 0 UNIT 1IC iii -concrete poured in forms 2" 13)All construction must comply with the 2015 International Building Code asII-concrete slabs 1" adopted by the Town of Vail Building Department and the"General Conditions of 5) All lumber shall be Doug-Fir 02 545 or better,all wolmanized lumber shall be the Contract for Construction"(AIA Document A201). All construction must be Hem-Fir#2 545 or better(all lumber within 18"of finish grade or in contact with completed within the tolerances described in the"Residential Construction concrete must be wolmanized). Provide solid blocking at 8'-0"on center in all Performance Guidelines"as prepared by the NATIONAL ASSOCIATION OF 18 MAY 2016 diaphragms. All columns to be continuous bearing to foundation. Columns HOME BUILDERS. specified on plars are trimmers,provide one king stud for openings:o 6'-0"and 2 14)Construct walls as follows- king studs for openings over 6'-0". -Exterior-2x6 @ 16"oc. 6) Gilliam materials,manufacture and quality control shall conform to STANDARD -Interior-2x4 cr 16"ac,unless noted otherwise. itJ2 SPECIFICATIONS FOR STRUCTURAL GUED LAMINATED TIM BER OF IS)All beams,joists,and rafters are to bear upon walls or beams,or be hung with CAPSTONE R EN OVAT1SOFTWOOD SPEC IES,AITC 117-2004 and TIMBER CONSTRUCTION SIMPSON Strong-Tie hangers or approve equals. MANUAL(5't'edition)as prepared by AITC. Simple span beams shall be 16)All structural members are shown in their final positions properly braced and Comb:nation Symbol 24F-V4 with no camber. Continuous or cantilevered beams supported;during construction it may be necessary to temporarily shore portions shall be Combination symbol 24F-V8 with no camber. All Glulams exposed to of the structure while other portions are being constructed. Contact the engineer 1817 Meadow Ridge R d . exterior conditions to be Alaska Yellow Cedar. Adhesives shall conform to the for consultation as required. requirements for wet conditions of service, 17)General Contractor is responsible for all non-specified connections,contact engineer for details as required. The engineer is to approve all structural Vail , Colorado of 4 substitutions.