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HomeMy WebLinkAboutFile Documents.183 Red Mountain Rd.0038.2018 (15).ARBK ALL DRAWN AND WRITTEN INFORMATION HEREIN SHALL NOT BE DUPLICATED, DISCLOSED,OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF JAMES JACKSON ROMEO,STRUCTURAL DESIGN CONSULTANT,L.L.C. GENERAL STRUCTURAL NOTES _„,,,,,,ll;,, , GENERAL CONCRETE STRUCTURAL STEEL TIMBER&WOOD PRODUCTS �a Q�.....A T`' • 1.Project Design is based on the following criteria: 1.Concrete compressive strength(Pc)shall be 3,000 psi at 28 days. Special inspection shall be 1.Structural steel shall be detailed,fabricated and erected in accordance with latest provisions of the 1.All wood for structural framing shall be per latest edition of the National Design Specifications for a`p Q' /Code:2015 IBC/2015 IRC provided as required by the Building Official.Aggregate shall conform to the requirements of ASTM AISC Manual of Steel Construction and AISC Code of Standard Practice. Structural shapes shall Wood Construction by the National Forest Products Association and the following grading agencies:the ll tI Roof Snow Load(Pf): 75 psf C-33. Maximum fly ash content in cementitious material shall be 20%. Maximum slump at the truck conform to ASTM A36 except A992 for wide flanges,A53 Grade B for round HSS columns,A588 where Western Wood Products Association(WWPA),the National Lumber Grades Authority(NLGA).All studs ;52Floor Live Load:40 psf discharge point shall be 6".Air content shall be in accordance with local industry standard practice. shown in plans,and A500 Grade B for rectangular HSS sections. shall be Douglas Fir/Larch(North)or HF Stud Grade.All built-up stud columns,beams,headers,plates, '�;•,/ ( . Seismic Design Category:C floor joists and roof rafters shall be Douglas Fir/Larch(North)or HF No.2. Solid beams shall be shall be VVV k Basic Wind Speed(3-Second Gust):90 mph,Exposure B 2.Adhesive anchors shall be Hilti HIT HY200 or approved equal twopart resin epoxy anchor. Expansion 2.Bolts shall conform to ASTM A307,unless noted otherwise onplans. Bolted connections specifying Dou las Fir/Larch(North)No.1. Exterior studs shall be 2x6 @ 16"O.C.minimum. Interior studs shall Pe ) P Po PP 4 P Y P 9 ��Z 18•NA '• $� Allowable soil bearing:2,000 psf bolts shall be"SIMPSON"or approved wedge type,installed in accordance with the manufacturer's A325 or A490 shall be bearing type installed in accordance with the latest AISC specifications and be 2x4 @ 16"O.C.minimum(unless noted otherwise on plans). iy �'"`1' * . requirements. verified by periodic inspection by a special inspector as required by the Building Official. #M'M1R,tt,d• 2.Work shall be performed in accordance with all agencies having jurisdiction,including,but not limited 2.Glue Laminated members shall be made of Douglas Fir-Larch with 12%MC and shall conform to - to Federal,State,County,and OSHA regulations. 3.Reinforcing steel shall be high strength deformed bars in compliance with ASTM A-615. Yield 3.Anchor rods shall be ASTM F1554 unless otherwise noted.Adhesive anchors shall have periodic 24FV4 for simple span beams and 24FV8 for multi-span and cantilevered beams. Tops shall be clearly strength(Fy)shall be 60 ksi.Welded wire reinforcement shall conform to ASTM A-185 and furnished in special inspection as required by the Building Official. labeled. Use exterior glue for all exposed laminated members.Appearance grade to be specified by 3.Provided dimensional information is for reference and check purposes. The Contractor shall flat sheets. architect. CANOPY coordinate all dimensions included in these structural drawings with the Architectural and verify all 4.Structural Steel fabrication drawings shall be submitted to the Engineer for approval in accordance as-built field conditions.Any discrepancies that may affect the work shall be reported to the Engineer as 4.Reinforcement steel installation must be viewed by Building Official or Engineer prior to footing with the latest edition of the AISC"Steel Construction Manual." 3.Laminated Veneer Lumber(LVL)shall be 2600 Fb,1.9 E,grade by TrusJoist Weyerhaeuser or early as possible,prior to proceeding with any affected work. concrete placement and prior to installation of inside wall forms.All bars and embedded items must be approved equal. LVL shall be 1 3/4"wide. Built-up 1 3/4"beams must be joined according to minimum HOUSE secure prior to placement of concrete;placement of any items during the pour is not permitted. 5.All welds shall be made with E70XX electrodes. Field welding shall have periodic special inspection in manufactured specifications and four member beams must use bolts(unless noted otherwise on plans). 4.The Contractor shall be responsible for methods of construction,including but not limited to,bracing accordance with IBC section 1704 and as required herein. Inspection of field or shop welds less than or Parallel Strand Lumber(PSL)shall be 2900 Fb,2.0 E,grade by TrusJoist Weyerhaeuser or approved and shoring for anticipated vertical and horizontal loads,whether temporary or permanent construction, 5.Unless otherwise noted,the clear distance to reinforcement for placement against earth shall be 3" equal to 4"shall be periodic. Inspection of fillet welds greater than rs",multi-pass fillet welds and equal. by means that are required to perform the work in a safe and appropriate manner.The scope of the and clear distance to reinforcement for placement against forms shall be 2"for bars#6 and greater and complete or partial penetrations groove welds shall be continuous. Engineer of record shall not include these considerations. Observation visits to the site by the structural 1-1/2"for bars#5 and smaller. 4.Plywood and Oriented Strand Board: engineer shall not include inspection of the above items nor will the structural engineer be responsible 6.Welders shall have passed the American Welding Society(AWS)standard qualifications tests per -Flooring shall be APA rated sturdi-floor 23/32"rated 48/24 T&G,glued at joists and nailed w/10d at 6-12 for the contractor's means,methods,techniques,sequences for procedure of construction,or the safety 6.Unless otherwise noted or prohibited,lap length of reinforcement bar steel shall be 32 bar diameters. AWS D 1.1. (unless noted otherwise on plans). precautions and the programs incident there to. Wire fabric shall be lapped a minimum of one full mesh plus 2"at ends and sides and tied together. -Roof sheathing shall be APA rated exposure 1,19/32"rated 40/20 and nailed w/10d at 6-12 with all Continuous reinforcement in beams and walls shall be spliced at midspan for top bars and over supports 7.Adequate bracing/shoring shall be installed to withstand construction/wind/seismic loads until field edges supported by framing,clips,blocking or T&G panels and shall be oriented perpendicular to rafters 5.The Contractor shall furnish and distribute all soils and material testing as required by the project for bottom bars. connections are complete,shear walls are in place,and the structure is secure. (unless noted otherwise on plans). specifications,including soil compaction,concrete compressive strength,masonry compressive strength -Conventional shear wall(SW)sheathing,Braced Wall Panel(BWP)and Alternate Braced Wall Panel and structural steel bolting and welding. 7.Unless otherwise noted,provide a minimum of 2-#5 bars at all jambs,heads,and sills of openings 8.Dry pack grout shall be shrink resistant per industry standards.All column base plates shall have 1" (BWP-A)sheathing shall be 15/32"exposure 1. Conventional shear walls shall be nailed w/10d @ 4-12 with 2'-0"projection beyond opening as well as all top and bottom grade beams. minimum dry pack grout to provide continuous bearing. with all edges blocked(unless noted otherwise on plans). Braced Wall Panels shall be a minimum of 4' 1$3 6.Engineer's acceptance shall be obtained for all structural alternates. long in plan and shall be nailed w/10d @ 6-12 with all edges blocked.Alternate Braced Wall Panels 8.Wall concrete must be allowed to cure fora minimum of 7 days prior to back fill unless high early 9.Adhesive anchors shall be Hilti HIT HY150 or approved equal two part resin epoxy anchor. Expansion shall be a minimum of 2'-8"in length,shall be nailed w/10d @ 3-12 with all edges blocked,and shall 7.These documents are intended to accompany the Architectural documents for the exclusive use of additives or other measures,such as partial back fill to facilitate other portions of the work,are bolts shall be"SIMPSON"or approved wedge type,installed in accordance with the manufacturer's have a hold-down(PHD2)to double stud at each end of panel. RED MOUNTAIN this project and shall not be used otherwise. The use of these documents for any other purpose is not specifically approved by the Engineer in advance. requirements. ROAD authorized. Written authorization from the Engineer of record must be obtained for any other use. 5.Wood trusses shall be designed for the loads noted in the General section. Shop drawings shall 9.Cold joints shall be pre-approved by the Engineer. Slabs on grade may be poured continuously and 10.All steel connections on the drawings that are labeled"CUSTOM"are to be detailed by the steel include calculations bearing the stamp of a Registered Engineer and shall be submitted to the Engineer 8. Contractor shall notify Engineer if any openings are to be cut in structural systems. crack control joints maybe tooled or saw cut within 12 hours at maximum 15 foot intervals 1/8"x 1"deep. fabricator.Submit shop drawings to the engineer for approval before fabrication. for approval prior to fabrication. 9. Where supplemental details are deemed necessary,the contractor shall notify the engineer and the 10.All slabs-on-ground shall be 4"thick and reinforced with WWF 6x6-W2.9xW2.9 welded wire fabric or 6.Wood exposed to weather shall be appropriately treated. engineer shall provide sufficient details for the work to proceed. #3 @ 18"on center each way unless noted otherwise on the plans.Reinforcement to be placed in center of slab.Slabs shall be poured on a 4"gravel base course. 7.Minimum headers shall be 3-7 a"LVL at 2x6 stud bearing walls and shall be 2-7 a"LVL at 2x4 stud 11.The Engineer shall be notified of items requiring verification or discrepancies therein by the bearing walls(unless noted otherwise on plans). Contractor in a timely fashion in order to appropriately make the modifications.Continuation of work 11.All exposed concrete edges shall have a minimum of 3/4"chamfer or 1/2"tooled round unless noted without notification of discrepancies relieves the architect and engineer from all consequences. otherwise. 8.Fabricated wood I-joists with flanges and webs called for on the drawings are as manufactured by the Boise Cascade.Joists by other manufacturers may be used if the section properties,strength and FOUNDATIONS 12.Reference Architectural drawings for nonstructural concrete. stiffness is equal to that of the joist specified for the particular span and spacing. Fabricated wood I-joists shall be installed in accordance with the manufacturer's recommendations. Supply all plates, blocking, 1.Foundations have been designed using the anticipated values stated in the General section above 13.Reference Architectural and Civil drawings for waterproofing and drainage provisions.All walls are bridging,bracing,stiffeners and other related items as recommended by the manufacturer. ASPEN, per the Report 17-7-517 by HP Kumar,dated August 10,2017. The Contractor shall notify a designed for back fill free from groundwater pressure and all looting sub grades shall be protected from excessive wetting-a reliable perimeter drain with adequate slope and suitable discharge must be 9.Studs ofgable end walls maybreak at lateral supports such as ceiling lids. Otherwise,studs shall be representative of the Geotechnical Engineer upon initial excavation and prior to setting forms in order to PPo 9 COLORADO field witness the excavated conditions. If findings differ from the originally anticipated conditions and/or installed per a Geotechnical Engineer's recommendations. continuous from bottom plate to raked top plates. design modifications are required,the Engineer shall be promptly notified in order that any revisions may be made prior to proceeding with construction. 10. Provide solid blocking in floor framing below load bearing partitions running perpendicular to joists. ISSUES: Provide solid blocking in floor framing below non-load bearing partitions running parallel to floor joists. 2.All bottom of footing elevations shall be a minimum of 42"below finish grade. Footing elevations DATE RELEASE referenced herein are for reference only;final elevations to be determined by field conditions and 11. Provide blocking within floor and roof systems per IBC requirements and below posts for continuous 1-2-18 PERMIT Geotechnical Engineer determinations. Notify Engineer of field conditions and elevation adjustments. CORNER DWLS,TYP bearing to foundations or support beams/columns below. 10-25-18 REV PERMIT 11-6-19 CONST 3.Backfill shall be compacted to a minimum of 95%standard proctor density in structural or paved 12. Lag bolts shall be lead drilled for threads per NDS standards and clearance drilled for unthreaded 12-12-19 CONST 2 areas and 90%in landscaped areas. o - shank portion. x 4.All footings shall be placed on firm,natural,undisturbed soil or properly compacted and tested back cc NOTE:VERTICAL WALL REINF 13. Provide adequate venting at crawl spaces,attics,and within rafters per IBC and architectural details. fill with prior approval of the Geotechnical Engineer. Contractor shall protect excavations and direct site d R NOT SHOWN FOR CLARITY t t/z"CLR 14. Unless noted otherwise,minimum nailing shall be in accordance with IBC FasteningSchedule drainage to avoid deterioration of substrates prior to concrete placement. TYP OUTSIDE CORNER 9 OWLS TYP NOTE:DOWELS ARE IN LINE 2304.9.1.All fasteners in contact with pressure treated lumber shall be hot dipped galvanized or 5. Provide foundation ventilation in crawl Space areas as required by Architect. 1 WITH THE HORIZ REINF,LATERAL stainless steel. HORIZ WALL rL WALL - ------------- OFFSET IS 0';TYP 6. Care should be exercised in back fill. Heavy equipment should not be used in proximity of retaining REINF,TYP 15. Steel connectors shall be manufactured by Simpson Company or approved equal. Use nails per walls or stem walls. When back filling stem walls that have soil on both sides,back fill should be a manufacturers specifications.All connectors in contact with pressure treated lumber shall be hot dipped brought up evenly to avoid excessive one-side surcharges. Walls back filled on one side only shall have � = INSIDE CORNER REINF LAP&HOOK SCHEDULE galvanized or stainless steel. all supporting slabs,permanent framing or temporary bracing in place prior to placement of the back fill DWLS TYP SIZE Hd Hd x 2 Ld James Jackson Romeo,P.E. (unless noted otherwise on plans). 16.All wood attached to concrete or masonry shall be 2x redwood or pressure treated lumber(unless Structural Design Consultant,LLC #4 8" 1•-4" 1•L4" noted otherwise on plans).Attach sill plates with 1/2"e hooked anchor rods(7"minimum embedment)at 7. Site retainingwalls and exterior slabs ongrade shall not be attached to the foundation(unless noted #5 to" 1•-8" 1••-8" 48"on center(unless noted otherwise on plans). Custom Residential specialist Intuitive Construction Drawings otherwise on plans). -' 131 River Vista 17.Beams are not a substitute for joist in layout.If beam falls in joist layout space,place joist next to Glenwood Springs,CO 81601 NOTE:CORNER DOWELS SHALL ry Ld MATCH THE SIZE AND SPACING beam' Phone/Fax:(970)-945-4742 !y OF THE HORIZ WALL REINF Email:jim@prsiructural.com PLAN OF DOUBLE MAT 18.Nail or screw at 12"O.C.all built-up wood columns called out on plans to the sheathing and drywall. 12"REINF CONC WALLS PROJECT NO.: 19.All multiple stud columns shown at the ends of headers over openings shall be designated as the 17018 number of trimmers.King studs are additional to the number of column studs shown. PLAN OF SINGLE CENTERED MAT REINF CONC WALLS 20.All isolated concealed post to beam connections shall be(2)A34 anchors.All isolated exposed timber post to beam connections shall be(2)1/2"e countersunk lag bolts with minimum 4"embedment. DRAWN BY: TYPICAL CONT HORIZ REINFORCEMENT DOWELS JJR ENGINEER: JJR DRAWING INDEX DATE: LEGEND & ABBREVIATIONS S.0.01 GENERAL STRUCTURAL NOTES, S.2.07 EAST ROOF FRAMING PLAN 12 12 19 DRAWING INDEX,LEGEND&ABBREV'S 2x4 OR 2x6 @ 16"O.C.STUD BEARING ■ 3-2x6 BUILT-UP WOOD POST,U.N.O. F.O.S. FACE OF STUD I. I TOP OF BEAM ELEVATION S.2.08 WEST ROOF FRAMING PLAN WALL S.0.02 SPECIAL INSPECTION TABLE • 3-2x4 BUILT-UP WOOD POST,U.N.O. ABV ABOVE T.O.PLY TOP OF PLYWOOD ELEVATION S.5.01 CROSS SECTIONS SHEET TITLE • 2x4 OR 2x6 @ 16"O.C.STUD BEARING 5.2.01 EAST FOUNDATION PLAN WALL ABOVE POST ABOVE (E) EXISTING T.O.W. TOP OF WALL ELEVATION S.5.02 CROSS SECTIONS - STEEL BEAM S.2.02 WEST FOUNDATION PLAN GENERAL H STEEL WIDE FLANGE COLUMN - TIMBER BEAM (N) NEW T.O.F. TOP OF FOOTING ELEVATION 5.6.01 DETAILS S.2.03 EAST LOWER FLOOR FRAMING PLAN STRUCTURAL o STEEL PIPE COLUMN V.I.F. VERIFY IN FIELD T.O.S. TOP OF SLAB ELEVATION S.6.02 DETAILS NOTES, DWG JOIST W/HANGER/BUCKET S.2.04 WEST LOWER FLOOR FRAMING PLAN J O TUBE STEEL COLUMN ADH ADHESIVE T.O.PL TOP OF PLATE ELEVATION S.6.03 DETAILS STEEL BEAM CONN,U.N.O. INDEX, LEGEND 18 TUBE STEEL COLUMN FROM ABOVE S.2.05 EAST MAIN FLOOR FRAMING PLAN A.B. ANCHOR BOLT SW SHEAR WALL(IBC 2305.3) &ABBREV'S EDGE OF PLYWOOD SHEATHING ▪ MOMENT CONNECTION 5.2.06 WEST MAIN FLOOR FRAMING PLAN C.J. CONTROL JOINT BWP 4'-0"WIDE BRACED WALL PANEL(IBC 2308.9.3) - 1 KING,I TRMR HEADER SUPPORT OVER-FRAMING CLR CLEAR BWP-A 2'-8"ALTERNATE BRACED WALL PANEL(IBC 2308.9.3.1) 1 KING,2 TRMR HEADER SUPPORT SHEAR PANELING VERTICAL STEP TRANSITION U.N.O. UNLESS NOTED OTHERWISE SHEET NO. 1 `S' �" 0 trENVED of 15 08/14,2020 ASPEN BUILDING DEPARTMENT ALL DRAWN AND WRITTEN INFORMATION HEREIN SHALL NOT BE DUPLICATED, DISCLOSED,OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF JAMES JACKSON ROMEO,STRUCTURAL DESIGN CONSULTANT,L.L.C. SPECIAL INSPECTIONS: 2/.526r'. # A. SPECIAL INSPECTIONS SHALL COMPLY WITH CHAPTER 17 OF THE 2015 IBC. �'•'•J,;;-�.Z•-I6 0' B. STATEMENT OF REQUIRED SPECIAL INSPECTIONS: p _ a�"M1r,l,wnt�Ns�'"�' FREQUENCY APPLICABLE 4)STEEL a)MATERIAL VERIFICATION OF HIGH (DURING TASK LISTED) CODE& SECTION STRENGTH BOLTS,NUTS& WASHERS SYSTEM OF VERIFICATION OF FOR INSPECTION CANOPY -IDENTIFICATION MARKINGS TO APPLICABLE ASTM HOUSE COMPONENT INSPECTION TASK CONTINUOUS PERIODIC CRITERIA CONFORM TO ASTM STANDARDS -- X MATERIAL SPEC. SPECIFIED IN THE APPROVED AISC 360, 1) SOILS a)VERIFY MATERIALS BELOW CONSTRUCTION DOCUMENTS SECTION A3.3 FOOTINGS ARE ADEQUATE TO -- X -- ACHIEVE THE DESIGN BEARING CAPACITY -MANUFACTURER'S CERTIFICATE OF -- X -- b)VERIFY EXCAVATIONS ARE COMPLIANCE REQUIRED EXTENDED TO PROPER DEPTH& -- X -- HAVE REACHED PROPER MATERIAL b)INSPECTION OF HIGH STRENGTH AISC 360,SECTION M2.5 BOLTING OF BEARING TYPE -- X IBC SECTION 1704.3.3 183 c)PERFORM CLASSIFICATION& CONNECTIONS RED MOUNTAIN TESTING OF CONTROLLED FILL -- X -- ROAD MATERIALS c)MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD FORMED STEEL DECK: d)VERIFY USE OF PROPER MATERIALS,DENSITY AND LIFT X -IDENTIFICATION MARKINGS TO ASTM A6 OR A568 THICKNESS DURING PLACEMENT& CONFORM TO ASTM STANDARDS X OR AISC 360 COMPLETION OF CONTROLLED FILL SPECIFIED IN THE APPROVED e)OBSERVE SUBGRADE FOR PROPER CONSTRUCTION DOCUMENTS PREPARATION BEFORE PLACEMENT -- X -- ASPEN, OF CONTROLLED FILL -MANUFACTURERS CERTIFIED MILL -- X ASTM A6 OR A568 TEST REPORTS COLORADO 2)CONCRETE a)INSPECT REINFORCING STEEL X ACI 318:3.5, 7.1-7.7-- d)MATERIAL VERIFICATION OF WELD ISSUES: IBC 1913.4 FILLER MATERIALS: DATE RELEASE 1-2-18 PERMIT b)VERIFY USE OF REQUIRED DESIGN -- X IBC 1904.2.2, 1913.2, 10-25-18 REV PERMIT MIX & 1913.3 -IDENTIFICATION MARKINGS TO -- X AISC 360, 11-6-19 CONST AWS SPECIFICATION IN THE SECTION A3.5 12-12-19 CONST 2 APPROVED CONSTRUCTION &AWS A5 c)INSPECTION OF ANCHORS INSTALLED ACI318:3.8.6,8.1.3, DOCUMENTS IN HARDENED CONCRETE X &21.2.8 IBC 1911.5 -MANUFACTURERSs CERTIFICATE OF X d)INSPECT REINFORCING STEEL -- X AWS D1.4 COMPLIANCE REQUIRED WELDING ACI 318:3.5.2 e)FABRICATE TEST SPECIMENS ASTM C172 e)INSPECTION OF WELDING Jackson JamesStructural Design Consueltant P.E. FROM FRESH CONCRETE FOR ASTM C31 1)COMPETE&PARTIAL X -- AWS D1.1 Custom Residential Specialist STRENGTH TESTS,SLUMP&AIR X -- ACI 318:5.6,5.8 PENETRATION GROOVE WELDS IBC 1704.3.1 Intuitive Construction Drawings CONTENT TESTS AND TO IBC 1913.10 - 131 River Vista Springs,CO 81601 DETERMINE CONCRETE 2)MULTI-PASS FILLET WELDS X -- AWS D1.1 Phone/Fes:C u( 45-4742 TEMPERATURE IBC 1704 email:iimrso-ncs1,uo nraLoom .3.1 PROJECT NO.: f)INSPECT CONCRETE PLACEMENT ACI 318:5.9,5.10 3)SINGLE PASS FILLET X -- AWS D1.1 17018 FOR PROPER APPLICATION X -- IBC 1913.6- 1913.8 WELDS>16" IBC 1704.3.1 TECHNIQUES DRAWN BY: 4)SINGLE PASS FILLET -- X AWS D1.1 JJR g)INSPECT FOR MAINTENANCE ACI 318:5.11,5.13 WELDS<a" IBC 1704.3.1 ENGINEER: OF SPECIFIED CURING -- X IBC 1913.9 JJR TEMPERATURE&TECHNIQUES 5)FLOOR&ROOF DECK WELDS -- X AWS D1.3 DATE 12-12-19 h)INSPECT FROMWORK FOR SHAPE, ACI 318:6.1.1 LOCATION&DIMENSIONS OF X f)STUD SHEAR CONNECTOR SIZES, X -- AISC 360, CONCRETE MEMBERS BEING FORMED SPACING,MATERIALS&QUANTITY SECTION A3.6 SHEET TITLE g)WELDING OF STUD SHEAR AWS D1.1 3) WOOD SPECIAL INSPECTIONS OF THE FABRICATION PROCESS OF PREFABRICATED WOOD STRUCTURAL CONNECTORS -- X ELEMENTS AND ASSEMBLIES SHALL BE IN ACCORDANCE WITH SECTION 1704.2.5. SPECIAL SPECIAL INSPECTIONS OF SITE BUILT ASSEMBLIES SHALL BE IN ACCORDANCE WITH SECTION 1705.5. h)INSPECT STEEL FRAME JOINT IBC 1704.3.2 INSPECTION DETAILS FOR COMPLIANCE WITH -- X TABLE APPROVED CONSTRUCTION DOCUMENTS SHEET NO. S. 0. ° CENED 2 of 15 08/14,2020 ASPEN BUILDING DEPARTMENT G ALL DRAWN AND WRITTEN INFORMATION HEREIN SHALL NOT BE DUPLICATED, LANDSCAPE WALL 5.6.01 WITHOUT THE OTHER CONUSED WITHOUT WRITTEN CONSENT OF CONSONUL ROMANT.L.L.C.STRUCTURAL DESIGN CONSULTANT,L. _1 ..001012AHM4,4„ I NOTE: 1 cb RE:ARCH SITE PLAN FOR ACTUAL LANDSCAPE RETAINING CANOPY WALL LENGTH,LOCATION AND 1 WALL HEIGHTS HOUSE 1 Elk 1 LANDSCAPE WALL 1 1 183 RED MOUNTAIN 3" X 10'3" M 3'10"4 ROAD 9 10 11 1 13 14 /�-�j y n ISOLATION JOINT 0/ —— y _—_—_—_—_-_—_1 _-_-_�i 13'-73/4_ —T-31/4" — —24 11" — O YID T • O O \ \ •• rn \ • 6'-117/8" 4,41/4" /• I T.O.W./v C // 6" °\T.O.W. iv A TYP 1 0 / 88'-2 1/4" \ �.-6. 5.6.01 U.N.O. 5.5.01 "' CD -i- - -TTld' i o — - - T.O.W. SQ PIER iv T.O.W./ r 1 TYPWig I I _ 1 _ I T aa'-s" ar-3 na ss•-z 1/a^ \ ASPEN, O U.N.O. f�6" 5.6.01 0 `7 I • I P I T.O.W. ^ I T.O.W. T.O.W. T.O.W. TOW./TO.W / I COLORADO r --J 1" 89'-21/4" I 88,6" 88'-21/4" 89'-21/4" 88'-6" 87'-95/8" „ I 9 v4\ O • • //P • t/P \ T.O.W. SES.6.01 T.O.W. \ T.O.W. T.O.W. T.O.W. T.O.W./ T.O.W. % YY 2'-6 1/2" I 89'-21/4" 89'-2 1/4" ISSUES: 88'-6" 87' '' / I-95/8" 88'-21/4" 88'-6" 88'-21/4" 6 6" � T.O.W. DATE RELEASE 1 0 J - 88'-21/4"�0 ///��\� 1-2-18 PERMIT O—_—_—_—_—_—_—_—_—_—_—_—_---_� I —_—_ _— \ \ \ _—_—_—_—_—_—_—_—_---_—_—_ --_ �r / 1"GRID 11 TO¢ 5.6.0 A �/ 10-25-18 REV PERMIT 1 1 1 OF PILASTER MECHANICAL 1 f0-17-19 FDN DETAILS 1 T4.24„ II TQ.W S.6o1 FOUNDATION PLAN 11.E-19 DETAILS SQ PIER/ 88'-21/4" • • ?� • TYP ^ © 12-12-19 CONST 2 © M/CR _ 8TJ 7/8" H -----� U.N.O. ^ 0 SCALE 1/4"=1'-0" I IF -.TYPICAL 56.0 \(��'�) FRAMING PLAN NOTES: 24"THICK REINF MAT SLAB TO.MAT SLAB TO.MATSLABO 24"THICK REINF MAT SLAB / ��FOUNDATION T.B.D.W/ �� 83'-5 1/4" 78'-11 3/4" FOUNDATION T.B.D.W/ � T.O.W. 1.ALL DIMENSIONS ARE TO FACE OF CONCRETE U.N.O. MICROPILE HOLD-DOWNS /�// Cc, MICROP/LE HOLD-DOWNS 89'-21/4" Q SUMP PIT 2.SITE ELEVATION 7849'-6"=100'-0"BUILDING ELEVATION. X • X • 1 X 1 36"x42"ACCESSHATCHBLOCKOUT- B.O.BLOCKOUT=83'-5s/"-SEE SEEK/S.6.0l CRAWL SPACE T.O.W. CONCRETE GENERAL NOTES FOR T.O.W. FOOTING SCHEDULE 1 1 TOW 88'-2 1/4 ADDITIONAL REINFORCING REQ'TS 88'-2 1/4\ 14 FTG SIZE REINF 89'-214" 1 it• _ . • • L� 1- _LJ OA BIGFOOT SEE PLAN _I H O I - 1 r1. _ r , I I O StRruceural Design ConOS IWnt LLC \ \ \ \- \ B 4'-0 x5'-0"x 12" 545 EA WAY J T.O.W. r"-"I T.O.SLAB T.O.W. �x-� \ © 8'-0"SQx 15" 1245 EA WAY Custom Residential Specialise O T.O.W. 89•-21/4" = L-1 • �� 82'-113/4" 89'-21/4" O Intuitive Construction Drawings 88'-21/4" /-/-73/4" 131 River Vista I T.O.W. ^ _PROVIDE 10-#5 VERT HOOK 1"GRID 11 ^ y --v\ Glenwood Springs,CO 81601 TO¢OF - I X I OWLS&#3 TIES 016"O.C.TO 2-1 f g 89'-2 1/4" ALSO WRAP TYP WALL REINF o Phone/Fax:rsIru 945-474z PILASTER L i. Email:jim@jjrstructural.com T.O.W. T.O.W. I f 0 ''I'' T.O.W. /I 6'-31/8" / 1 8'-23/4" /2'-1"-X 8"CONC WALL REINF T.O.W. 6"///6" #S VERT&HOOK OWLS 12"O.C. 14'-71/2" ,�' S'-63/8" / 16'-51/4" / 884" 88'-6" \� 88'-6" / 5'-0"�f PROJECT NO.: / 88'-21/4" /[ 8^ d 11/8" #S CONT HORIZ L7a 12"O.O TOW 17018 d/ b 14.1 1 ,� r r 1 r 1 T.O.W. ARCH K �I \B.O.F. B.O.F. r 35'J 1/4" 3'-93/4" 1 AT T.O. -18"ABV \ A TYP I 9 BLDG MAT SLAB BLDG MAT SLAB DRAWN BY: 5.6.01 U.N.O. 6" °' JJR L BOARD t L r J ENGINEER: JJR R WALLFOMED T.O.W. DATE: L' 'J L J L J 0a TO.SLAB / © © 1 1 © �r 12-12-19 1 T. °' O.PIER TO.P/ER 1 F o Y 90'-9 1/2" 90'-9 1/2" 5.5.01 T.O. h 1 1 1 88W. '-6" I- n� r // 8„ 1 1 1 �I.____T.O.W. SHEET TITLE 98'-11 1/2" 11 L , 1 EAST 11 sso1l — � — , A - - - - - - I FOUNDATION I 1 \ PLAN I 1 5.6.0 - L—_1 \ TYP@ L__ TOW Oóó OL 1 JBRIDGE k RE:ARCH D c 15 D 11'-8 3/8" II, 21'-9 5/8" II, 21'-4 3/4" I, 5'-6 3/8" / 16'-51/4" / 'T 'i 'I SHEET NO. S.2• °trENED 3 of 15 08/14,2020 ASPEN BUILDING DEPARTMENT ALL DRAWN AND WRITTEN INFORMATION HEREIN SHALL NOT BE DUPLICATED, LANDSCAPE WALL DISCLOSED,OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF JAMES JACKSON ROMEO,STRUCTURAL r — r DESIGN CONSULTANT,L.L.C. I Q ,ate 0 REGiA c S. POK . ,s dr •:526' 1 , .01 r' `ter t ,% _ n/Mu1«n n 1 1 CANOPY 1 HOUSE 4' 19'-8 1/2" 1 - _Eb-1 \ r \ -------------�-p-L , / TO BE VERIFIED W/ V,,y'j ARCH&SPA MFGR BF24 W/10"DIA PIER W/3-#4 VERT y I &#9 TIES 0 10"O.C.VERT,TYP (SEE DETAIL B ON 5.6.01) 24"THICK REINF MAT SLAB& FOUNDATION WALLS SIM TO 183 1 w3,'s A/S.6.01 T.B.D.(NO MICROPILES REQ'D) 1 RED MOUNTAIN �, SPA ROAD �mI 101/4" X 10'-63/8" 'I' f0'-3" X 10''-3 X 3'-f0" p W S TYP C� EI A CQ OQ SPA 5.6.01O S.5.01011 _—_—_—_—_ _—_I i3'-6" --------- --- - D ,�' 6'-1, • Y- 0 f L N {=7t/ 1'-3^ ,© T.O.PIER O\ / 5.5.01 1 3'-7" / 76'-8 1/4" o4,- _H:,._, 0 .I' 17-41/2" A— L--- ---� r-o+ A Typ ss.o U.N.O. 0 ASPEN, ca / 18-37/8" / 21-83/8" / 13-11/2" / 22-61/2" COLORADO ISSUES: ys, T.O.W. ys T.O.C.OR B.O. y \T.O.W.\T.O.W. T.O.W. T.O.W. 1 T.O.W. T.O.W. T.O.W. T.O.W. T.O. N _.,.,.s ve`�.. 11�/s"LEDGER 9B Ya 88'-2 1/4"I 88'-6" 88'-2 1/4" 88'-6" 6. 6. 87-95/8" 88'-6" 87-95/8" 88'-2 1/4" I 88 DATE RELEASE #� 88'-3 3/4" L s s 87'S 3/8" ` sus �r r '^C, 1-2-18 PERMIT � S U - .__ -_-_—_L_—J _—_ �s_—_—_— _—_—_—_ i _—_ _—_—_—_—_—_—_—_—_—_—_—_—_—_— 1 10-25-18 REV PERMIT h, s 21/2" 31/2" �/ 10-17-19 FON DETAILS °' 41:tt'--i'3s TOIDOF II 11-6-19 CONST t, -18iys 4 12-12-19 CONST 2 PILASTER 11 - 5".4113,5 1/2"1,4 T.O.C.OR B.O. �16 r� - �1f,"LEDGER 24"THICK REINF MAT SLAB Cie 24"THICK REINF MAT SLA 11 8T-53/8" FOUNDATION TB.D.W/ �� y-�' FOUN piLEH LOO W/ 5 MICROPILE HOLD-DOWNS �5,4 1 ��MICROPILE HOLD-DOWNS J �I I PO MICROPILE \ _—_ _ _ _+ • • II • �� •TYPICAL )N • * • * • T O.PI R 88'--3 3/4" I , CRAWL SPACE y� 11 �P gP T.O.MATSLAB'' CRAWL SPACE 90'-9 1 I I f6 J6b 83'-5 1/4" L- �- J ^ �\ �� PO 1 U James Jackson Romeo,P.E. l`�iJ� e 6 Structural Design Consultant,LLC O .- 5.6.0, nJy+ 11 Custom Residential Specialist / !1'-0" yi- O Intuitive Construction Drawings N TYPE T.O.W. //lo. yn'. 131 River Vista HOUSE SIM s, ' 21/2" 31/2" �L 2 -s@^ PO 6 GRID 6 Glenwood Springs,CO 81601 A 742 S.6.01 , �E 9e� +`�y+� PIILLASTER Emall:Dm@j5slru 1uraLcom s- T.O.C.OR B.O. ' T.O.W. �s 11%"LEDGER ,5 T.O.W. T.O.W. 6" , 6" ti �, r T.O.W. T.O.W. I PROJECT NO.: a 88',33/4" 87-53/8" PO BB'-2 va" 88'-6" 66'-21/4" 66'-6" 1 NO.: 7018 \ \Z • \ c b d 18'-37/8" / 21'-83/8" � 35'-31/4" I- .-- ---t 1 I�-D" A TYP DRAWN BY: I I S.6.01 U.N.O. JJR l I r b # —CD -{ I ' ENGINEER: �/ ��TO.iIER �/ a JJR J. N 17'-41/2" DATE: 61'-7I/4" 12-12-19 a 6 6 4 5 (3 7 SHEET TITLE FOUNDATION PLAN SCALE:1/4"=1'-0" liP WEST FRAMING PLAN NOTES: FOUNDATION 1.ALL DIMENSIONS ARE TO FACE OF CONCRETE U.N.O. PLAN 2.SITE ELEVATION 7849'-6"=100'-0"BUILDING ELEVATION. FOOTING SCHEDULE FTG SIZE REINF QA BIGFOOT SEE PLAN © 4'-0 x5'-0"x 12" 5-#5 EA WAY SHEET NO. © 8'-0"SO x 15" 12-#5 EA WAY S•2" ° CENED a of 15 08/14,2020 ASPEN BUILDING DEPARTMENT ALL DRAWN AND WRITTEN INFORMATION HEREIN SHALL NOT BE DUPLICATED, DISCLOSED,OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF JAMES JACKSON ROMEO,STRUCTURAL DESIGN CONSULTANT,L.L.C. ,oittimiiy4N t �a.%0'REGZ:1 `a s 526' `ter •...tit :It.2- n/h•: �fuf«n+n isCANOPY HOUSE 183 RED MOUNTAIN ROAD uap BM'ON 8E'D/AxP4CP1 RB �I�p1 11 12 13149 -0 Q 4 Q Q 0 O _£9_Li.SIPENALK 0. V"NEERD NORMED REDC Ts 1y W/TURN ON EDGE �y y+�\Q VENEER ON ANCHORED 2'R sue y PO' T.O.SLAB gy+�P�, y+y' PO Q STEEL ANGLE PER DTL �r,,.� - - �Lsy__ u"5 0 TYP 88'-6" 555+ 7Ya"LVL @ i6"O.C. .'�,_ 25��� ©_,g ySs s,- H U6 �5' D.NL� �5 ��y�Q��P- O y+f�� 2y��� Typ 9e�s ° ^ ^ �� @p ASPEN, �v'sr S.O.G.SIDEWALK L s y 01 q'1 \, E '%"LVL076"O.C. 1�0� W/TURN DNEDGE A UN + > — — — sQ ^ T ^� COLORADO �54 @Q 5.6.01 U.N.O. m m d' I T.OPLYWD @i'I^ Q Q s I 88',13/8" O•• 3-1 f 7/8"LVL , N N 9R n iI ,/ ^ {�^. T1�p,J���s s ^ ^ ^ ^ ^ ^ ., ^� ooe so �o ^ ` 2-lf ns"LVL ^ ISSUES: I t\J \' +,,, .t• G m DATE RELEASE O v6 s+ — — ^ ��s — — _ MEC ANIC L — — I I LO.PLYWD I @ a i AL ":'SWABVZ-.��. �`„° d '. 1-2-18 PERMIT -18 REV PERMIT F � l 68'-13/6" � -ems —�� `� ��, � F LOWER r' 2-l17/8"LVL" C AWL$PA E rT pb I ¢ '03519 OADTRACKS ��i. T J o a ^�, 7'1'1 .r 3-117/8"LVL yFLOOR FRAMING PLAN ;2 z;9 COOfJST2 v — e _ 1� � — 2-SPAN Cm — — SCALE V4"=1'-0" \ IIP m U 1 �yy— �i ci0,V G FRAMING PLAN NOTES: c 0 O �` �' Q TO.PLYWD ,; U 6 6 v' s TO.PLYWD N ro � ' 00 3�\ 6"BOARD FORMED CONC �\ \)5 5P5 p@Biy 88'-6" �-VENEER ON ANCHORED 1.SITE ELEVATION 7849'-6"=100'-0"BUILDING ELEVATION. 4,5 Q 88'-6" U11 N , 1 STEEL ANGLE PER DTL d • 2.FRAMING LAYOUTS SHOWN ARE REPRESENTATIVE,ACTUAL LAYOUTS TO BE ,� I n 3-11 7/8"LVL„ ill ^ ^ ^ ^ L ■^ ^ ^ ^ ^ ^ ^ �(Po l):141' I i� 2-11 7/8"LVL•••• :74 fk y+,)\�`y y�\i`1`p DETERMINED IN THE FIELD. 0 0 5 @ Q ^TYP^ 4517 __ L �' (�{ 1 CI 2 "Y CR WL SP^CE j 4, ^ ^ +u.'6""S-- I Oe� ME�,O�y 95$.�, a \�' Q yOGs Gs 3,5x3.5X1/ 3.FLOOR INCLUDES 1'/z"RADIANT CONCRETE TOPPING. ACCESS �� u� a HSS ABV Or u F u• ,. 1 �--� Strus Jackson ctural Design Consultant,P.E. N 1 ,-'L yiP 'S yes TYP �`P3',n O 211%"LVL NSS3x3X3/i6 4-% s .l- `r+•,, U.N.O. id: O Custom Residential Specialist ^ 6"BOARD FORMED CONC' '�+ +"' `�+ s -S lntuihve Consnucnon Orawmgs 1-1 i%LVL ABV VENEER ON ANCHORED ` s+ -Fw� +w 131 River Vista Q 9AL s '9B�'9O`6' 9e 6' '9�s Glenwood Springs,CO 81601 STEEL ANGLE PER DTL 4 v 4 L 0y 0y 6 0 ro Phone/Fax)(970)-945-4742 yp\�`.)q\' (b'e\)54 y'�'\1p yy\�`,Og 111:1S: 3x3X3/i6 6"BOARD FORMED CONC Email)jim@jjrstructural.com VENEER DIRECTLYON xo,o@ 0, 1a �'C5Q'Q6 g+5 P5 QP5Q u u u CONCRETE WALL LEDGE tv �55 .Ql PROJECT NO.: ---'-D` rCONSTJOINT 17018 y S.O.G.SIDEWALK A TYP y+n'\, 's'+ BOARD FORMED WALL T +,,, W/TURN ON EDGE 5.6.01 U.N.O. y}90, I'l 'YB`�' DRAWN BY: ©O) FORMED CONC �55 P _1 1 '1 P X 9 P X 9 P X 9 JJR tl CD ENGINEER: EER ON ANCHORED JJR EL ANGLE PER DTL DATE �8�9 10 11 121219 , F 5.6.01 /-,s•-8" SHEET TITLE 4"DIA XX PIPE'VEE' FRAME TO Wf 0x33 BRIDGE FRAME,TYP EAST P x s LOWER FLOOR , A P x s I FRAMING S.6.0 PLAN BRIDGE 12 13 A A SHEET NO. S.2. ° CENED 5 of 15 08/14,2020 ASPEN BUILDING DEPARTMENT ALL DRAWN AND WRITTEN INFORMATION HEREIN SHALL NOT BE DUPLICATED, DISCLOSED,OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF JAMES JACKSON ROMEO,STRUCTURAL DESIGN CONSULTANT,L.L.C. \\\1,eggLBy -is .215 '526 E. " uana11tl:a" CANOPY HOUSE CUSTOM TRTD 2x VERT v 4-2,r12 I I D I VP T O.DECII A " 0 1 —DECMG AT 2"O.C.PER 88'-8" ARCH,TYPO DECKS \ _ - J— COORD W/SPA MFGR 183 FINISHED y RED MOUNTAIN SPA ,BY OTHERS ROAD ' N � � Li 6x18REINFCONCGR - v \`t/ P C OO_ Y S.6.0 m o s. • 0 ("l 4 2x12 TRTD TYP O SLAB EDGE&DECK - 6"BOARD FC rA LEDGER T.B.D. VENEER ON. STEEL ANGL t333ia" i 1:ora" i — — — +,\{6o , �� e— .C6 O ASPEN, y+��PJ�O S.O.G.SIDEWALK o04-2, QJp 5O T.O.SLAB h+ (ry3�P S.O.G.SIDEWALK ASPEN, yyg,,({>`P,(y W/TURN DN EDGE �q"5q'`r.F G'P A TYP 88'-6" y� 7%"LVL�d i6"O.C. {B{0� W/TURN DN EDGE A TYP ", S.6.0f U.N.O. {a y� Q S.6.01 U.N.O. C ' P9 C4 Truro s SW ev e 0 � �a OE — 12 s"sruoadNY ` p Iti ISSUES: O O O i\ 7n n n { n n n n n n /11 c� rill n �n WALL B'TWN( SIDES) 2s { co, +') T" O P' �'s'�, STUD LAYOU TO �q 2�i T.O.PLYWD ypl{P� TO sT ,�y `S'a Iro`9�o J1,�,(��\ n '�-� n ' n n DATE RELEASE 16-Ovr MATCH FLR JOO/STS P x? $ \{0y' { y Oqi, y �A' I 4i Y{ °v vs.T 88'-6" ,NP @ � `ty' (• ��' T.O.PLYWD I^ 1� ��' 1-2-18 PERMIT F 3-11 7/8"LVL(86'-5 1/4'�— - - s<\ 4- - } - - - � - - P y T.O.PLYWD r _ $ i i_ _ _�a, _ _ _ X w ».R—.-. .-Y, .— M 2 s�' — 8881,8 u— 10-5-19 LOADTRACKS \ 88'-13/8" 10-25-18 REV PERMIT p \ »•» •» 91{6• ��II ib 2-1---'LVL r" " 2-117/8"LVL" 11-6-19 CONST gw 1 3y+p9� �z TO V's III wo° _ $ gy+�y6 o<c <: ,,,,,,,,,„0L.v-s. ^ = �v �v 12-12-1s colJsr2 _ -w r,, >TO.PLYWD P,yy Ey :, py\ �( ^_ - _ _ _� _ F' tG i mo 1y 3� 56° M Ilt' o O~ v = STAIR,FTYP ED .� - , J�gMUm rn w W 4, 4, \{�5v 3 • " 0 1{'� r.o.PLYwDm = "U 5„CONC SLAB ON— .2, 5'(OK 10�\ @1 g {'(y2Q@� 88,_�,SUNKEN 13 -1 j i1 -T..o.SLAB.5VL22 MTL DECK N .6a: n w I L n 3-117/8"LVL W* n d '.nDEN o j ° o� a <Q Pe r ryPn= R WL SP CE 3 c yQ �,` ptP�° CRAWL SPn CE J I yy d j �+ „24 i 7/8"LVL„ 1 ACCESS \ 0+\P} I ACCESS 0— ---- - - ro.PLYwD - _ I �� James Jackson Romeo,P.E. >- -OVER-FRAMED P., �T -�/ �- '� rl Structural Design Consultant,LLC B � P . b{2 , ,{.STAIR,TYP _ _ j_8843/8 + .Pl {, it/ , I •- - _ ---- O s.6.o OJG�g1\{\�y • I �1 ,1• I .." N Cusrom Residential Specialist TYP�a yR,. (d ( I— I'r 1�° ry 2_11 4"LVL T.O.PLYWD 2.11%s'LVL O InNitive Construction Orewings HOUSE ..,,��P L l l @�— J 1-11%"LVL . 131 River Vista 1 »•» 1j•»•�»• •�, •» t - •2-117/8"LVL T - I{6 j 88'-6" 1-if%LVL Springs,C081607 Glenwood S 3-11 7/8"LVL(86'-5 1/47 {6 .(0 {A yN w Phone/Fax:(970)-945-4742 Ill XE m *3j , Jy yC0 �y�yh ^ yp\{{� �'0 0 y+4sby6\�Q Email:jim@jjrstructural.com "° g`q +p. 6p'' \'',0�{' GJ \�yy a 0y @ y2' @y. PgPA. @ a9h y O {>,� d {>• {'( P g. 0 P J PROJECT NO.: 0 o a •2 a �� .0 1 , ��y 17018 { y+`tiyPJ<�e A y.�''hPJ'�\Ofe Jp {0 SW ABv -yam ,,{"?h I I y y..SA SIM y •( ,(S �' 1? Cp T.O.SLAB , S.O.G.SIDEWALK A TYP xx 4 P S.6.01 {>. P '+' S.O. .SIDEWALK 88'-6" , q�"I9' W/TURN ON EDGE 5.6.0 U.N.O. DRAWN BY: SUNKEN DEN GEOMETRY 1.4) Pyo, h+ p° P� e S --_—_— �yPY' P' W/T(�'RNONEDGE—_—_—_—_—_—_—�—_ 1.- +�----------------------- JJR SCALE:1/4"=1'0" ^ �_—_L_-_ s ' I ------------ © ENGINEER: v /// 6"BOARD FORMED CONC 6"BOARD FORMED CONC JJR 4"DIA STD PIPE'VEE' / VENEER DIRECTLY ON \\\VENEER ON ANCHORED FRAME TO W14 FLOORJ CONCRETE WALL LEDGE STEEL ANGLE PER DTL BEAM,TYP IN HOUSE DATE: 12-12-19 1 2 O CD 1c3 © LOWER SHEET TITLE FLOOR FRAMING PLAN SCALE:i/a"=r-o" © WEST LOWER FLOOR FRAMING PLAN NOTES: FRAMING 1.SITE ELEVATION 7849'-6"=100'-0"BUILDING ELEVATION. PLAN 2.FRAMING LAYOUTS SHOWN ARE REPRESENTATIVE,ACTUAL LAYOUTS TO BE DETERMINED IN THE FIELD. 3.FLOOR INCLUDES I/"RADIANT CONCRETE TOPPING. SHEET NO. S.2. 04 6 of 15 ALL DRAWN AND WRITTEN INFORMATION HEREIN SHALL NOT BE DUPLICATED, DISCLOSED,OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF JAMES JACKSON ROMEO,STRUCTURAL DESIGN CONSULTANT,L.L.C. __0....0( 4,...,A.La ._9".2 .526I,• kp�/ 40111,WMtA0 CANOPY HOUSE 183 RED MOUNTAIN CABLES AT STAIR RAILINGS ROAD ARE SPACED AT 3,,"WITH 300 LBS TENSION WITH INTERMEDIATE RAIL POST 8 9 10 11 12 SUPPORTS SPACED AT48" 13 9W14x53('°0'-31/2J 9MAX RESULTING IN LESS SPANS GRID 14 TO 15 COPE W 14 AT 8" THAN%"DEFLECTION O-- -TAPtHtU tNUn 77 — — :0 \G3, «_—_�_ OO FIELD WELD-TO W6 MITER&FIELD SWABV \\ WEB&FLNG's,TYP WELD WEB's&i� 40-- `x LINE OF FASCIA FLNG's,TYP 14 " 6 'SO I8x28 CONT(99'-93/4 J,TYP WALL BELOW,TYP ,6 +9\, N `� 16 ,, oa GB 11 T�iEL�IS L.,' 0\ 1 1 ioLVLLl pIKw122Oo31 gp 0O 10 5Lto y+ O COLORADO E f 4V74fi89 yl J W/4x (99 j � m TO.PLYWD _ sa E 4 E V74x22 ��i` s`F? ir Jy 'Y r,.11T11.88 f00'-53/4" N11t 3 ISSUES: o R GE GP' /// 9'-93/4J T s� +�' ‘ ' �r0 �'s ,TYP C�GA A —iYP@ $ /� DATE RELEASE O �_ 9y sTA_— __ _ _ _\ L 1 -----316"LnL ---r SWABV&BELOW' o _ td1�1 pPpGE MAIN 1-2-18 PERMIT s " L P � 10-2548 REV PERMIT \\\1 BSI , 117/8"LVL 016"O.C. N ��-�"DIA ALL-THREAD 10-5-19 LOADTRACKS T.o.°PbLo o LAUNDR� �o 'T N [ BRIDGE BRACE FROM FLOOR FRAMING PLAN 11-6-19 CONST ?DST BP i6"BC,60000 i6"O.C. KICHENETTE �i�l TYP L7a GARAGE 11%"LVL BLK•G 3W8x48 STIFF PL'S 01a HSS IP 11-24-19 GARAGE FLR STL SUITE 2 SUI E 2 00 s� 3 L - - rn COLS THRU FLOOR�� SCALE:1/4"=1'-0" 12-12-19 CONST2 © I I- - - - - -----_ - - /ID DIA ALL-THREAD ail TYP ALL FLUSH WF I I� FRAMING - /('+� T.O.PLYWD1. BRIDGE BHACEFR ., t—�' EMS IN_PLATFORMS r L 3Y"TO 5"THK CONC 1\V// BATH o I $U 100'-10" N W8x48 STIFF PL'S no HSS TOPPING SLAB W/WWF FRAMING PLAN NOTES: 2 O "2 COLS THRU FLOOR ', f 1%"LVL BLKG TO.SLAB(HI POINT) SEE D/S.6.O1 FOR BOARD ., 5"CONC SLAB ON "2. m LL C m fo FRAMING' t -- - - -,L FORMED 6"CONC VENEER 1.SITE ELEVATION 7849'-6"=100'-0"BUILDING ELEVATION as m O g g • 100'-103/4" 1.5VL22 MTL DECK ro - m {_q 5/8"/ /n a w to(eJ Z n 9 6 - "S 2 L y 2.FRAMING LAYOUTS SHOWN ARE REPRESENTATIVE,ACTUAL LAYOUTS TO BE - v, m \s g\s d'3, ' S'S, DETERMINED IN THE FIELD. M \1:1•Q: \y`Pa'., ,'1' ' i II +9�+J s+.,,'L T sta m50- 3 -�— x v cry EI- +"+;�+yp �y�S�QQ' s+� 'y,9Gs+Q �Ge 3.FLOOR INCLUDES 1%"RADIANT CONCRETE TOPPING. 3ys`Ca CLOSE s' sHSS3.5X3.5x1/4 4.SEE DETAIL L/5.6.03 FOR STUD AND SHEARWALL DOUBLE TOP PLATES L_. I�_ CONNECTIONS TO WF BEAMS IN FLOOR DIRECTLY ABOVE TOP OF WALLSJames Jackson Romeo,P.E. H W14x22 �I g H _ WARV 'S SW - •1 Structural Design Consultant,LLC L s — (99'-9 3/4 J - - -Q I - �- r s `� r-fi v4" — go � I CLOSET °s ti ' Q cusromResdentlals Specialist M L J L J L \ C`J ; peLY2 °DD>cp r T L c r`� ���0— L— I Intuitive Construction Drawings S +"'+� , o 'I `s GDP ptA 131 River Vista +/ 6' T.O.DECK N 6� Glenwood Springs,CO 81601 'I Phone/Fax: y`�16 \ 101'-0 1/4' J J '�h J J J L J J J (9atruGu6-4142 J r r r r Email:jim@rsirucual.com V14x22 GALLERY y+3' I OVER- 3 ri a" 9'-9 3/4 J u �- - = FRAMING j N PROJECT NO.: WI4X68(99'-93/4J ` W14x68(99'-93/4J -I 1 a J L J L J L J 17018 �2-16., ., - _r F--,--W8x3f(100'-43/47- -, r -i r �` r r 'r+ _ I/ RE/NF HEAT MELT K n STEEL PLATE 11 J W7 22 a" ELEVATED BRIDGE I BOARD FORMED F`S+ems CUSTOM TRTD 2x VERT T.O.DECK X BRACING 8 0 +,55+0 € 199,9 3/4'] '''..r 2 G r' r N r J - SLAB T B.D. 0 00-0° (9flL AUTO COURT - DECMG AT2'O.C.PER $ '' y I yN ,..r \ �. �- I DRAWN BY: �e�sye` ARCH,TYP @DECKS DEC. y60 .00 -93/4J 9 P W10x33[99'-8 f/4J C 9 P J W10x39(99'-81/4J rC .7 �_ JJR :-') 3-91/2"LVL �J 1 .3-91/2"LVL. `\L_1 W74x22„ lu.. '.r W10x33 q � ��I I��ITfTrfiTiflTir�-�II_ =P01t1 l � - L - - 99-81/4" - 0� r r r r ` r EXPANSION f 1 N \1 ENGINEER: E (99'-934JNSWABV fC� J J\S, E/ J 1 JOINT L W8x28� r61z"LTHK REINF 40Q 4,Q rr r r �,q 6�,9 �`,, p JJR WSx28 CONT199,93/4J,TYP LINE OF FASCIA MITER&FIELD_)' .. 8'TWN 'SAAI+DBFOD. Q��\944 LO.100,81 DECK t m �2'' g N ` 5.6.01 DATE: WALL BELOW,TYP WELD WEB's& ._L J L BBB \� J L W8x28(100'-4 3/4 J J L S, J COPE W14 AT 8" Q a. ,o IX TAPERED END& FLNG's,TYP r r r o $ TYP STRINGER BEAM r F 9 Q BRIDGE 12-12-19 IF DECKS ARE ALLOWED TO EXTEND TO - a .6� ff 99 , FIELD WELD TO W8 THE W8x28 THE 3-9Y"LVL FASCIA WALL Sao 2- eFo = tL ' Q o'" °' o> / v. 16UTMENT WEB&FLNG's,TYP DECK BEAMS CAN BE OMITTED _L�CS,6 A J L J L J L 9� `TS A', °j °mom' o C rn o r D`➢ r r 1 r 3 r r r eo�Tit S,Z 21-o,F \ k .. SHEET TITLE • �C'C' N 3 3 3 0 REINF HEAT MELT L J L ;Pm J L J L J L A -2, �g,,�yQ SLAB ON GRADE W10x33 , r ii•il , r -i r r r h• r 4Q' EAST ;-0.C (99'-81/4 J J1 ,__ ____- _ W10x33(99'-81/4'7 9 P 1 W10x39(99'-81/4 J w P L J 9 J L P 4' Q� MAIN FLOOR � 0,,y A s FRAMING SK F99 4"DI FXX PIPE TO PIER,TYP 5.6.0 ,bQOy'�p WELD WOO FLANGES TO I / PLAN 3'/z"GALVGRAI7NG 4' r EMBED PLATE,TYP PER OHIO GRATING s- TYP 8� �0' ARCH BRIDGE ENTRY SyF-y 9'9.,' GUARDRAIL BRIDGE 0(9"Pa�4f��0 WALLS,T.B.D. dóo 1 d 14 fl�0`T +0 DESIGN T.B.D. 1 F ��o�� A 6'-0 1/8" / 11,4 3/8" / 10'-51/4" A 11,4 3/8" / 10'S 1/4" / 10'-9 5/8" / SHEET NO S. 2. 05 EC EIVED 7 of 15 08/11/2020 ASPEN BUILDING DEPARTMENT ALL DRAWN AND WRITTEN INFORMATION HEREIN SHALL NOT BE DUPLICATED, DISCLOSED,OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF JAMES JACKSON ROMEO,STRUCTURAL DESIGN CONSULTANT,L.L.C. V111ti1s11104, Or DO REQ% c�� PC'K•`• �t1'- •:526' �f r CANOPY HOUSE 183 RED MOUNTAIN ROAD IF DECKS ARE ALLOWED TO EXTEND TO THE W8x28,THE 3-9%"LVL FASCIA WALL O 2 O 4 5 —DECK BEAMS CAN BE OMITTED ©�O COPE W74 AT 8" B TAYtHtLJ OW 6 �] CUSTOM TRTD 2x VERT �� -FIELD WELD WEB&FLNG's,TYP LINE OF FASCIA DECMG AT 2"O.C.PER O I MITER&FIELD ARCH,TYP L1a DECKS W8x28 CONT199'-9 3/47,TYP WALL BELOW,TYP WEB PACK W14x26 99,9 3/4" p TYP AT© QWELD WEB's&' ( 1 R I II I TRELQIS R R 9 E&K .1c Y, FLNG's,TYP 7%4"LVL�d 16"0.C. BRACED'VEE'FRAME -- - i\ W8x28(99'-93/4J —� -3-91/2"LVL_ 3-91/2"LVLx 3-91/2"LVL - ( - -3-91/2"LVL_- O - - -CFI T'�e O OPEN TOT ELLS / $ `+� I 100'-0" ' STEEL PLATE ✓ BELOW 05 A*1y6COLORADO g3 BELOWW12x58 99,jJ1r68i,10 J SWA V s' SW X-BRACIN .d. SSA%( Ti l l l l l l �W74x68(99'-9 3/4] W74x68(93/4J y W74x68(99'-9 3/4.1 ©sW1240(99'-94x26(99,93/4J DATE RELEASE s�,A �' 1-2-18 PERMIT F L �Ay} _ — _— —_ gyp—_ _p9--SUITE — F 10-25-18 REV PERMIT I s — 'Z' • h 4x22 inboard of grid if O to-54s LOADTRACKS 4"DIA STD PIPEVEE' �,� I Q0 BATH $eri 7r T.O.PLYWD 11-6-19 CONST FRAME TO W14 LOO 1 BEAM,TYP @ H USE - ' board-form is not 1 -0 12-12-19 CONST 2 ` 1 STE 1 I� oonti-uous.SUITE 2 SUITE 2 oOt BATH r G _ — — FRAME SW TO— '. — —s—_ fi'm. w UNDERSIDE OF e w O b N¢ — A Q I T.O.PLYWD ROOF SHEATHING Cl m e U U "� 5"CONC SLAB C n¢ v 100'-0" Q CABANAS T.O.PLYWD ti 1, Q W - i, 1.5VL22 MTL DEC O1 W m m BATH . °V' 100'0" $ '?U EL' m w m m 9,.., rn m a v @moo¢ m `¢—(ai' I' M u 2 N cwi k x SU K N 3 3 J @� °—� n I 3 J Q N N e C7 v 3m 3 3 EN 5, 1-m '3 —TYP ALL FLUSH WF 0. _ \ O Sameural Design Cs Jackson onsultant P.E. BMS IN PLATFORMS - - - - - • I 1, 1 �/— T r Custom Residential Specialist O Am .F CLOSET E� CLOSET nroinecoDsrmnonDaWm9e lu Glenwood Vista 0 Y \I H)U �Q/( y}`i\0✓ Wyss\'� ] 6 Phone/Fax:Springs,CO-81601 •Ss. c.x0\t' e \ f �F:/ Email:jim@jjrstructural.com `�?s 1 `'tP 5 \+` 2+ti6J �tiT- C w/4x22 GALLERY g+,y� +,- @ I �' ya At' 9 PROJECT Na: I1 S"J I , ' u Wf2x40(99'-93/4 J W74x26(99'-93/4'1 / l99'-93/4 J �y5 Y u W14x68(99'-9 3/41 W/4x68(99'-9 3/4] w14x68(99'-9 3 4° 17018 (�/ w12x4o 99',10" II r -- r `l a 1' f, 1 7 " 't—— I, 0 _—_-_—_ --- --W12x58(99,10J 6 ( 1— f _� .y SW ry0 ,E r\ '1 ' ,A` c -vs-n 2+ ('y'Ps II��I�I��I�I��I,I,II,II srE� 1�t '5 of Z tpt@ �' OPEN TO y� .t / S S,1- CUSTOM TRTD 2x VERT X-B C V G - '�� -16"BC/6000@16"O.C. �G ! @'".sy — BELOW STEEL PLATEI +vr,�S+3 TO.DECK DRAWN BY: T LL t •• �L.t.............�".0 i�••�• `T tttt � �� 39I/ LVING � 3-9 l/2"LVL ____��—��tl t��-___3-9 CK'G AT2"O.C.PER 100'-0" a I ,co 6F '1B ARCH,TYP g DECKS JJR R&FIELD' LVL,��������� ' flECH r 3-91/2"LVL_r__� ENGINEER: W8x28(99'-9 3/4 J SW ABV W14x26(99'-9 3/47 1 WELD WEB's& y�G BRACED'VEE'FRAMEj TLL — \R JJR FLNG's,TYP — TYP OR SIM � , W8x28 CONT(99'-9 3/4],TYP LINE OF FASCIA DATE: AT ALL FRAMES WALL BELOW,TYP J AT MAIN DECK J COPE W14 AT 8" 12-12-19 TAPERED END& IF DECKS ARE ALLOWED TO EXTEND TO / 1 2 3 ® 5 O 7 FIELD WELD TO W8 THE WBEA THE 3-9 E"LVL FASCIA WALL WEB&FLNG's,TYP DECK BEAMS CAN BE OMITTED SHEET TITLE MAIN FLOOR FRAMING PLAN © WEST MAIN FLOOR SCALE:1/4=I'D FRAMING FRAMING PLAN NOTES: PLAN 1.SITE ELEVATION 7849'-6"=100'-0"BUILDING ELEVATION 2.FRAMING LAYOUTS SHOWN ARE REPRESENTATIVE,ACTUAL LAYOUTS TO BE DETERMINED IN THE FIELD. 3.FLOOR INCLUDES 1 1/2"RADIANT CONCRETE TOPPING. SHEET NO. 4.SEE DETAIL L/S.6.03 FOR STUD AND SHEARWALL DOUBLE TOP PLATES CONNECTIONS TO WF BEAMS IN FLOOR DIRECTLY ABOVE TOP OF WALLS SI 2" F RECEIVED 80115 08/14,2020 ASPEN BUILDING DEPARTMENT ALL DRAWN AND WRITTEN INFORMATION HEREIN SHALL NOT BE DUPLICATED, DISCLOSED,OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF JAMES JACKSON ROMEO,STRUCTURAL DESIGN CONSULTANT,L.L.C. V11101s 111M44 Or DO REGksN •:526' �f r `ter •...tom.° nM1minti CANOPY HOUSE 183 RED MOUNTAIN ROAD wr 12UPPE Byp514 © 15 UPPER BEAM ONLY12'A Os"LVL@24"p.1��G O 2-16"LVL TYP AT LOW ROOF SW --- O O :OPEWf4 AT 8" r_. - - - { - - I5 I-lj �•M —�C CAPERED END& TAPERED 4"-6"WF x MITER&FIELD J { { I 9s I 16 3 (2CUT FROM 10x19) T&G DECKING�- WELD WEB's& TO PLYWD 1,T p 3. m MELD WELD TO WB 9 I� y+�' L , PS NEB&FLNG's,TYP FLNG's,TYP 110'-0 v2" s N I �.F4 I 2Tp11`GS C W8x35(111,2 34J —_ r �55� c 3KIN J �`% �y- ;6"BD/6060 M 1 PAGE ASPEN, O A @2a"O.C. y @G STEEL PLATE J� W14x22 t'(P 2 X-BRACINGS.6.03, `[11f'-61/2] ���6' �J°j�°+� I UP.SID&DS TYP ALL FLUSHWF a I COLORADO W72x30(111'-6 V2'] - -- _� _ �E I HUpp412-SD - _ - - BMS IN PLATFORMS � O \ I u u, TRELLISes [ _—_—_—_—_— —_y - I S 13-i6"LVL(UPPER) ., POP i1'm�, I 6;Q&,y, 2-16"LVL(LOWER) 'q,�. ? GARAGE ISSUES: - - - - - -W14x12U(111'�1/2'J r' r' r' r' r' r' r'1 ,y. - O 0 *„A I 1s sT y � [ DATE RELEASE F b I I ` '-- 'fw 1 B'7> __ SW -_- = 1-2-18 PERMIT O m,� - A, — --- - 117/8"LVL�a 24"O.C. ------ O 10-25-18 REV PERMIT 0„ I �,". TYP @GARAGE T.O.PLYWD I ROOF FRAMING PLAN 10-5-19 LOADTRACKS 3I6000 ' v © if-6-19 CONST Q [ 111-83/4" 11-26-19 REV CONST O.C. CV ci 3[ SCALE:i/4"=f'0" 12-12-19 CONST2 L© I I a _ Dpl0 0. 'Sq psT9g �� FRAMING PLAN NOTES: g Yc [ Oji r.O.PLYWD I < % > Q 4'' > F o PS O 'CQ� N - 9S 2' 40' j 1.SITE ELEVATION 7849-6"=100'-0"BUILDING ELEVATION. ci z 111,83/4" ' [ 5 MUDROOM 5 Op`1� o -''0 2�KINGS O ,o w -] 7 2-117/8"LVL 2-117/8"LVL \ 3 O m Q¢ I t16 I 15\0� r, t n n n Q 2.FRAMING LAYOUTS SHOWN ARE REPRESENTATIVE,ACTUAL LAYOUTS TO BE DETERMINED IN THE FIELD. % D NIN G x ['' 12 o 'OW9ER 4(8 J?G.�N , �3 3.USE s/e"SUBFLOOR SHEATHING FOR ROOF PER FLOORING IN PLYWOOD AND OSB O �,C7 �559 U O 0 ,�,� W72x50 OR GENERAL NOTES ON 5.0.01. a a ROOM _Ft W14 38[110 111/4] H I O L 4.SEE DETAIL L/S.6.03 FOR STUD AND SHEARWALL DOUBLE TOP PLATES James Jackson Romeo,P.E. S W - CONNECTIONS TO WF BEAMS IN FLOOR DIRECTLY ABOVE TOP OF WALLS Structural Design Consultant LLC C L _ _ " r - Custom ResMennal Specraes f 0b 16"BC/6000 W74x22 DBL 7%q"LVL 0 Intuitive Drawings �\Oy's @24"D.C. --.4(111-61/2') J d 24"O.C. 131 River Vista N'1 \ 10 Glenwood Springs,CO 81601 Q '� [� \00 c Email:jim@urr trructu al.com 1 1 4)., W14x120[111 6 1/2( \ [ ] J%sg`�'I PROJECT NO.: -Z:=;:7,7, '�� �, L_-J „3-91/2"LVLF '-' _ " 17018 K W12x30[111'-6 1/27 , - 3 —' ' I I 'yG -_—2-76'L VL — — K ra ra ra ra ra ra ��+,� W74x22 0�� I�6' TRELLIS ��� 9 [111,6 1/2" II DRAWN��R �'sr, 1 �u^ I I( (- g24"0 C. I L _ J ENGINEER: W74AT8" TAPERED4"-6"WF W8x351111'-23/4J c MITER \SW2-16" VL ± �50yJJR ER 2x LAMINATED 3ED END& (2 CUT FROM 10x19) T&G DECKING WELD WEB's& i sWELD TO W8 FLNG's,TYP �JG�, DATE: i FLNG's,TYP 12-12-19 ábáo a ó a a SHEET TITLE EAST ROOF FRAMING PLAN SHEET NO. S.2. 07 7EiVED s o115 08/14,2020 ASPEN BUILDING DEPARTMENT ALL DRAWN AND WRITTEN INFORMATION HEREIN SHALL NOT BE DUPLICATED, DISCLOSED,OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF JAMES JACKSON ROMEO,STRUCTURAL DESIGN CONSULTANT,L.L.C. V lliiisliil N r�• PGK `• • ,.. s , •:526' _ n/Mu1«n n CANOPY HOUSE 183 RED MOUNTAIN ROAD P P (1) CD' P P P 4,9,:„. B , , , 05�0I MITER&FIELD CUSTOM STEEL COPE W14 AT 8[ 1 " TAPERED 4"-6"WF 2x LAMINATED MI MITER FIELD 9 P PLATE GUTTER 0 TAPERED END& q`� Q WELD EB's& ��� (2 CUT FROM 10x19) T&GDECKING W! WELD B's& `r/ PER ARCH -',J I FIELD WELD TO W8 GOp�O 11 24 LVL FLNG's,TYP FL FLNG's,TYP J p �d 24"O.C. WEB&FLNG's,TYP W8x28[111,2 3/4'� 1`�'` 'L W8x28[111'-2 3/4 J W8x35[111'-2 3/4 f /�/h���J O - - _�_ - --- - - - - 2-i6"LVL �_ � \/ y+6 I Is 'SG� y+�y ASPEN, RIGID y '__\\ TRELLIS .a' p Wf4z22 y+� STEEL PLA , Y T O CONNECTION y3' I -STEEL PLATE J o O COLORADO y �`gs l [111'-6 1/2 J e X-BRACI, T.B.D. y X-BRACING 5.6.03 _ _ _Z. v '� 3I --W12x30[111,61/2. _I L, W12x30[111,61/2J ,� sw L W12x30[111,61/2'7 W12x30(111'-61/2] E � l I E r W12x30(111'-61/2'7 7y �/�0 -WI2x30(III 61/2]-n n _, ` r r r DATEISSUES: + I "WI4x120[111'-61/21 RELEASE , „ „ „ „ „ „ „ s y+4 tea+ m MASTER y53 >s�;n 1 `'s C 1-2aa PERMIT -- -- - -- L I - p 10-25-18 REV PERMIT BATH Cd 6, 1 y^\4'� O 10-5-19 LOADTRACKS (^.@ 11-6-19 CONST i6"BCI 6000 �.�`.R 11-26-19 REV CONST =—r 024"0.C. 'C 12-12-19 CONST2 - - N T.O.PLYWD 1^ LI_- O T.O.PLYWD 0 111'-83/4" N w 111'-83/4" `� Ci � � ' O N MA•TE M CLOSET M KITCH:N °fit' , % DINING IVING S IT ¢ a I , a 3 3 3 I 3 �, - - - _ eo,P.E. © Sames Jackson ural Design Consultant,LLC O-/— - - -L - - - - TYP ALL FLUSH WF-F- A BMS IN PLATFORMS .g.p L Custom Residential Specialist ,�y O Intuitive Construction Drawings I 0^\ \ 131 River Vista L ,u @p Glenwood Springs,CO 81601 ry 5SS I ,d) -I Q 742 EmaPhoil.iFm@Ur0 trru to al.com s+ VESTIBULE 5 L PROJECT NO.:_1 \+, LL, L, L, L, , , , , W14x120(v1-61/27 a _ ,Cr W12x30(111-61/27 srr _W12x30(111-61/2)- _I- 1 018 1 f\1 - -- a L--- -----Wl2x30(111'-61/2] � y �' W12x30(111'-61/2 J- - "I .6.0 W12x30(111'-61/2J �,�■ ifT 3 ys W12x30(111'-61/2J O �/ RIGID �' _ r - -��- f II W14x22 s"'s o CONNECTION �` 1 1 �1 ems+ — DRAWN BY: T.B.D. 4 STEEL PLATE J s JJR MITER&FWD Y14‘ J X-BRACING S.6`03 WELD WEB & • r ENGINEER: (_/ w8x2811r-z�a" SW JJR FLNG's,TYR �� ( 1 T W8x28(11T-2 3/4) W8x35(111'-2 3/4 2x LAMINATED i6"BCI6000 CUSTOM STEEL TYP OR SIM ///Ill COPE W74 AT 8" TAPERED 4"-6"WF 2x LAMINATED MI i CUSTOM STEEL TAPERED 4".6"WF T&GDECKING @ 24"O.C. PLA E GUTTER I AT ALL FRAMES I TAPERED END& (2 CUT FROM 10x19) T&G DECKING WE PLATE GUTTER (2 CUT FROM 10x19) PER ARCH, J J FIELD WELD TO W8 FLI DATE: PER RCH WEB&FLNG's,TYP 12-12-19 66 di 6 6 6 SHEET TITLE ROOF FRAMING PLAN SCALE 1/4"=1-9° IP WEST ROOF FRAMING FRAMING PLAN NOTES: PLAN 1.SITE ELEVATION 7849'-6"=100'-0"BUILDING ELEVATION. 2.FRAMING LAYOUTS SHOWN ARE REPRESENTATIVE,ACTUAL LAYOUTS TO BE DETERMINED IN THE FIELD. 3.USEV/e"SUBFLOOR SHEATHING FOR ROOF PER FLOORING IN PLYWOOD AND OSB SHEET NO. GENERAL NOTES ON S.0.01. 4.SEE DETAIL L/S.6.03 FOR STUD AND SHEARWALL DOUBLE TOP PLATES CONNECTIONS TO WF BEAMS IN FLOOR DIRECTLY ABOVE TOP OF WALLSS•2.org CEIVED 100115 08/14,2020 ASPEN BUILDING DEPARTMENT ALL DRAWN AND WRITTEN INFORMATION HEREIN SHALL NOT BE DUPLICATED, DISCLOSED,OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF JAMES JACKSON ROMEO,STRUCTURAL DESIGN CONSULTANT,L.L.C. a�µtUtil Mllyy •% S 526r �1:11SJ1+1> CANOPY HOUSE 9 ci--, Q Q 00 Q Q T " B '‘''''..€ 6.../41 99' B A A 183 RED MOUNTAIN CONNECTIONOF2x ROAD CONNECTION OF LAMINATED DECKING TO TAPERED 4"-6"WF 2x LAMINATED TAPERED 4"-6"WF TAPERED STEEL BEAM 2x LAM/NIUED CUSTOM STEEL LAMINATED DECKING TO (2 CUT FROM 10x19) TAPERED STEEL BEAM T 5 G DECIKING (2 CUT FPOM 10x19) T.B.D. T 5 G DECXING PLATE GUTTERCUSTOM STEEL re.D. _ _ PER ARCH PLATE GUTTER I R Pi n I 1 PER ARCH-1 ASPEN, 11111 COLORA�+DO I 9 a -TR%M�lO/,,,,,,,„ MI El __ S MAIN _ -- — Y ISSUED.' ..- 111 1 -' l' III FLOOFIF MNG\ H' - DATE RELEASE 1 III—.��1 .1 \ ■E.. 1-2-18 PERMIT 1 II II Or _ _\ /,I I/ /_ _ III ��r II lll��= _ _ \\ //\\ //\\ p/\\\ j �� 10-25-18 REV PERMIT \\// \\// \\// 10-5-19 LOADTRACKS �1 e I I I I I 11-6-19 CONST 12-12-19 CONST 2 !Ls. �GALLEf SUITE11 I103 11081 a I I'/e"BCI FLOOR FRAMING 1 i l c..-"BCI FLOOR • FRAMING I James Jackson Romeo,P.E. p \ • =1 Structural Design Consultant LLC a I Custom Residential Specialist hhh "'NN%•"` 111 Intuitive Construction Drawings 131 River Vista Glenwood Springs,CO 81601 Phone/Fax:(970)-945-4742 Email:jim@jjrstructural.com - _ _ - tirPROJECT NO.: ir 1 17018 j _ l 1 1- U[ DRAWN BY: JJR ENGINEER: JJR DATE: CROSS SECTION O CROSS SECTION O 12-12-19 SCALE:1/4"=1'-0" SHEET TITLE CROSS SECTIONS SHEET NO. 11 S. 5" ECENED 110115 08/14,2020 ASPEN BUILDING DEPARTMENT ALL DRAWN AND WRITTEN INFORMATION HEREIN SHALL NOT BE DUPLICATED, DISCL SED,OR E USED W m 12 1 3 P 9 JAMES JACKSO ROMEO,ISTRUCT WITHOUT THE WRITTEN CONSENT OF DESIGN CONSUL ANT,L.L.C.STRUCTURAL DESIGN CONSULTANT,L. Vwilli1slittu* , , 4-0: ,‘--4,,,, ;co, i 1 j; - - — — °526' NNNNNNNNNN NNNNNNNNNN I i i i I i i ' i i I " �''' , �' _ I111H1it1 00 CANOPY DINING ROOM LIVING ROOM L STAIR PR MUDROOM GARAGE HOUSE 107 El • • • • 0 0 0 0 r 0 0 � D D D D D D D 0 0 0 �. . . jl u i r 183 BATH SUITE e BATE SUITE 2 OFFICE jKITCHENETTE II RED MOUNTAIN II ROAD f ii I I I I t I I I I I I I I I I I I I I Ij I I I I I I I I I I I I I III I--I-I I I I J I I I i Ij �I I II - 1- - - - - - t- - - - ASPEN, u COLORADO . „ li li II ISSUES: u u u u u DATE RELEASE CROSS SECTION O 1-2-18 PERMIT 10-25-18 REV PERMIT J 11-6-19 CONST T T (---Ti) SCALE:1/4"=1'-0" 12-12-19 CONST 2 0 Q © 0 1 n n n a N N b N N N N N N N N N N N N� N N N NON N N N N N N N N H N N N N N N N N N N N N N N N N N N SameuralDesgnConsuitaniLLC Custom Residential Specialist Intuitive Construction Drawings 131 River Vista Glenwood Springs,CO 81601 Phone/Fax:(970)-945-4742 Email:jim@jjrstructural.com ASTER SUITE CLS KITCHEN DINING ROOM LIVING ROOM PROJECT NO.: ® ® 1108 ® ® 17018 DRAWN BY: JJR V C o o o o o Dr o o o o D D T o+o D o o o o o o o o o -rl.. I . 1 o o o o ll o o : H o o o o o D o o ENGINEER: 4 dl JJR — DATE: 12-12-19 SUNKEN DEN CAtANA BATH SUITE 1 SUIT 1 BATH SUITE 2 BAT/ __ OFL__- Tr, _ . SHEET TITLE 1 I III I k di�4 I I I I I I I I I .il,I�� I III I 11 d+ I I I I i4+ I I I I I I I I I I I I SECTICROONS ' - I 1 I I I I I III I a 11 �4 SHEET NO. CROSS SECTION u S.5. {�f�j({�//. ,"FIVED SCALE:1/4"=1'0" 0 1\V•.. 120/15 08/14,2020 ASPEN BUILDING DEPARTMENT ALL DRAWN AND WRITTEN INFORMATION Odi T.O.W. HEREIN SHALL NOT BE DUPLICATED, NOTE: SEE PANED DISCLOSED,OR OTHERWISE USED MUDSILLS REQUIRE TIGHT WITHOUT THE WRITTEN CONSENT OF 73/4" JAMES JACKSON ROMEO,STRUCTURAL FIT AND SHALL BE CAST IN I _ MAX LEDGE AND BOARD DESIGN CONSULTANT,L.L.C. FOUNDATION WALL POUR #4 L7a 10 O.C.CONT,HORIZ FORMED CONCRETE OFFSET 51/2" .1/2" W/2-#4 TOP BARS —/,/-7 + T.O.W. AL • 2" 10" RE ARCH FOR FLASHING, = Z SEE PLAN 6"BOARD FORMED CONCRETE Iplllils7i1fl{j 2-2x6 TRTD MUDSILLS WATERPROOFING&VICTROCSA A mz d 4 a� �W/#3@16"O.C.EA WAY Aa VQRE�/Nn/ sir DIA x 12"A.B.L7a 24"O.C. 2,/q^ DOOR BASE TRACK ANCHORAGE 6"BOARD FORMED ,�/ (TIE TO WALL PER CODE) "QPQ.•••:Ttt-J+' kb T.O.PLY " T.O.W. T.O.PLY �L -III=III—III III -III III=III=III=t 1 CONCRETE W/#3@ 16"0.C. Nd M gs�Q • ,( •. SEE PAN TOW SEE PLAN • SEE PLAN 1 T.O.W. III III—III III III = EA WAY(TIE TO WALL 4 " •PG 41 � Cfl I SEE PAN• III III III 111= III III 111 PER CODE) • SEE PLAN x 'dll 1 11-11 11 , 11 11-III 4s"MIN EMBED 11/e"I-JOISTS �i - III III III III III=- 11%IJO/STSll III (KWIK BOLTS) a •116. (p III _ -II 3s/"MIN EMBED •, O 8"GONG WALL d OWLSg16"O.C. '' (EPDXY BOLTS) q .w 5/8"DIA0 f2"A.B.�d 24"O.C. LET-IN if%"LVL #5@i60.C.CONT,HORIZ�Y. #5 VERT HOOK z 1 °' -" `-'6°• p= LEDGER(PROTECT CUSTOM EDGE BM ATTACHMENT W/2-#5 TOP BARS Z L • V. AS FROM CONC CONTACT T.B.D. DWLS�d 16"O.C. g ti — — • /tea NOTE: 1'-0" ) 1'-0" CUSTOM 6x6 ALTERNATE FULL o ti i— - • 9 a 4 III III 1 yip t1.. t NOTE: EDGE BEAM "� CUSTOM 2x6 #5 @ 160.C. HOOK DIRECTION F-------■ 4 1 p/M1RM1i11 BACKFILL HEIGHT SHOULD BE O I. - LIMITEDTO4'-6"ABOVE T.O.F.PRIOR LVL LEDGER REQUIRES FULL (4 s/"DEEP) \ ° a (CENTERED) ¢a _ Q----- • III II— —III- io TO FLOOR PLATFORM INSTALLATION. BEARING ON CONCRETE 4-2x12 TRTD IIII ` T.O.F. \ y w FOUNDATION WALL w LEDGE AND SHALL BE CAST IN ABU66RZ TRTD JOISTS Y SEEPAN \\\ ., . y� REINFORCEMENT a PLATFORM MUST BE IN PLACE PRIOR V� I1IIIIII1I @2"OC ° ¢O ■ TO FULL HEIGHT BACKFILLING. IN FOUNDATION WALL POUR POST BASE a LL ■■� Lh CANOPY �7 1/2"CLR I,�', W/MECH A.B. #4 CONT HORIZ HOUSE I C � CA 2 , SI M T.O.W. O TYP T.O.PIER " Q o / H O U S E #5 L7a 12"O.C.EA WAY #5 L7a 12"O.C.EA WAY VLF. L8x6x1/2S LLOF 3/4'LEDGER W/ 2-#5 CONT w 2-ROWS OF 3/4"DIA MECH "'m - TOP&BTM a #4 BRICK LEDGE A.B.L7a 48"0.C.(24"STAGGERED) STIRRUPS 12"O.C. WATERPROOFING&INSUL x - _ ur I _ \•: + UP TO 12 FT HIGH AND�d 32"D.C.1 . - 311=III 1I= =III = - --� • 2 BY OTHERS _ (16"STAGGERED)UP TO 24 FT HIGH 11 11I 111 I 11 11I 111_ a = - r (TREAT W/BITUMINOUS WATERPROOFING) w x� 11/2"CLI7 '� • -II llW11 _, 1_ 1111111111 Tf . -- 1 t BIGFOOTBF24 - 6"BOARD FORMED CONCRETE W/f 0"DIA PIER PLACE FOOTINGS ON r" 2.-°"U."SUITABLE BEARING SOILS VENEER STEEL ANGLE LEDGER O = REINFORCEMENT: u1 W (3)#4 VERTS W/ PER GEOTECH ENGR " •�I v �I 2 O #9 WIRE TIES 10"O.C. 7 12=i_C o #5x3'-6"DWLS012"O.C. 111 #5 HOOK DWLSO 12"O.C. I I �I • I EXTERIOR CONCRETE FDN WALL WATERSTOP BY OTHERS t { O �� -1'0" 1 RED MOUNTAIN #5@ 1z"o.c. c f "PACEFoonNGsoN 6"BOARD FORMED CONCRETE ROAD EA WAY , _6" _____SUITABLE BEARING SOILS ON REINFORCED CONCRETE LEDGE OALT • i T.O.F. PER GEOTECH ENGR A J SEE PAN 4IF f ? BIGFOOT FTG/PIER DETAIL O MICROPILES WITH 37.5K UPLIFT CAPACITY c ° -SEE PLAN FOR LOCATIONS&SPACING EXPANSION 5"DRIVEWAY SLAB Q ° ' � 3/a"=1'-0" Wi#3016"0.C.-\ (ENGINEERED AND INSTALLED BY B&Y JOINT T.B.D. o , DRILLING) EA WAY M ,, • -1 • • . 1. /^`#SOP 12"O.C. q SEE PLAN t 1 - q EA WAY #5 Ca 12"O.C. '.,! _'__�_�____' ' ___.__ EA WAY i �4"SAB ON GRADE(PER GEN NOTES) Alio TO.BRIDGE GRATE - - - --_ FOR WATERPROOFING PLACEMENT SEE PLAN • a ^ r , (INSTALLATION TO BE APPROVED BY - = ° • a ±..1----7 "— �•---_#s w 12°o.c. ASPEN, v � ,, WATERPROOFING SPECIALTYCONTRACTOR) CONT HORIZ ALL REBAR INCLUDING ,• °WATERPROOFING TO.STL #sc�a"o.c. DOWELS ARE#5 g0 12"O.C.,c� zr BY OTHERS SEEPANVERTCOLORADO j ---.-_-------__PACE FOOTINGS ON SUITABLE �'� c BEARING SOILS PER GEOTECH ENGR \� - T.O.BRG SEAT • . . •• . ISSUES: SEE PLAN 4 a 1 DATE RELEASE MECHANICAL AND CRAWLSPACE ! Al" a MAT SLAB FOUNDATION SECTION O _° ! °^ A a A a s 1-2-18PERMIT A 10-25-18 REV PERMIT 3/4"=7'-0" • �a a 10-31-19 FDN DETAILS NOTE: w 11-6-19 CONST RE ARCHITECTURAL _____.• ° BACKFILL HEIGHT SHOULD BE • i 12-12-19 CONST 2 FOR WATERPROOFING LIMITED T04'-6"ABOVETO.F.PRIOR 4-----.--a-.� TO INSTALLATION OF BRIDGE 4a DECK.BRIDGE DECK MUST BE IN PLACE PRIOR TO FULL HEIGHT ___,,I,—__ BACKFILLING. pii T.O.W. SEE PAN 1"I io N 1 �v� - h T.O.W. 1 • • . ... $ SEE PAN .I = #5 C�12"O.C. #4 HOOK DWLL7a 18"O.C.�I 1I I1lll'1ii #5@12"O.C.VERT _ CONT HORIZ �1' 4 a /•a _ = (CENTERED) c �\ a a a a 4 ) James Jackson Romeo,P.E. •I 1 1/2"CLR a ad Structural Design Consultant,LLC —T-- - Q 10"CONC WALL -1 s, - • • Custom Residential Specialist #5 Ca 16"0.C.CONT f a Intuitive Construction Drawings HORIZ - #4 DWLS 131 River Vista iy La76"O.O- " •„ Glenwood S s,CD 81601 WATERPROOFING&INSUL #5 C�16 O.C.CONT,HORIZ Springs, BY OTHERS W/2-#5 TOP BARS W/STD HOOK \ Phone/Fax:(970)-945-4742 0"GONG WALL 1 1 Email:jim@jjrstructural.com 1 1/2"CLR PROJECT NO.: SPA I #4tfo 1o"o.C. i 1i 11-1T1-1TI- ' a A 17018 III—III—III— h T.O.F. JJ -=1 1=I= = Y SEE PLAN=1= #4VERTHOOKDWLS#5 HOOKDWLB L7a f6"DD. 111 1T= ..—�d9"D.C.(CENTERED) T ( 5#4CONT MAT SLAB FOOTING STEP DETAIL� . � H DRAWN BY: WATERSTOP BY OTHERS 3/4"=1'-0" °° io ��� �// \\�in¢ �i\j\� ENGINEER: #s�1s"o.c. s#ScoNT • iA i a�i<✓' i%�, ARIES TOP&BTM NOTE: JJR io EA WAY PACE FOOTINGS ON T.O.F. T.O.F. COORDINATE FOUNDATION DRAINAGE, AL 4.SEE PLAN SEE PAN f INSULATION AND WATERPROOFING WITH 2'-0" - 2'-0" SUITABLE BEARING SOILS �• 2'-0"SQ •7 _� d e �� •° o ARCHITECT AND GEOTECH ENGR _ PER GEOTECH ENGR TO.P/ER. DATE SEE PLAN a J ---- i U.N.O. 12 12 19 1 I (12)#5 VERT HOOK " ° \ BRIDGE ABUTMENT ®� OWLS W/#3TIES ° in U \ Da 12"O.C. �, ° \PLACE FOOTINGS ON 3/4"=1'-0" 0 SHEET TITLE SUITABLE BEARING SOILS 1 °• / X f (1'-4"®WALLS —8"�8"� PER GEOTECH ENGR ROUGHEN CONCRETE #5 L1a 16"O.C. 5 FT TALL OR LESS) BELOW PIER EA WAY 3'-6" r-1'-6"DI, #4 LOOP AROUND J� SUMP HOLE DETAILS 4"SAB ON GRADE LANDSCAPE RETAINING WALL O Y SEE PAN=} SEE PLAN JIll-•.: ; • } WATERPROOFING PLACEMENT (PER GEN NOTES) PLACE FOOTINGS ON WATERPROOFING SUITABLE BEARING SOILS 3/4"=1'-0" BY OTHERS PER GEOTECH ENGR Y °e °° , SPA MAT SLAB MAT SLAB FOUNDATION SECTION O ° • SHEET NO. PLACE FOOTINGS ON SUITABLE BEARING SOILS---PER GEOTECH ------`- SUMP PIT SECTION INTERIOR STAIR PIER DETAIL S. . 6 �• �. rE1VED 3/4"=1'-0" O 3/4"=1',0" O 130115 08/14,2020 ASPEN BUILDING DEPARTMENT ALL DRAWN AND WRITTEN INFORMATION HEREIN SHALL NOT BE DUPLICATED, DISCLOSED,OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF JAMES JACKSON ROMEO,STRUCTURAL DESIGN CONSULTANT,L.L.C. V lliiiiIiii �7 I'DO REN ,•1:526' r' I. I 9-6"— _ IItlHlitl 0 0 0 0 I 0 0 0 0 0 0 0 0 0 0 0 I I I 0 0 ' I ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' I ' 0 0 0 0 i L%"STIFFERERS EA FITTED PLs/s"STIFFERERS EA NEB,TYP @ BRIDGE SIDE OF WEB,TYP @ BRIDGE FITTED PLs%"STIFFERERS EA FITTED PLs%"STIFFERERS EA CANOPY SIDE OF WEB,TYP BRIDGE SIDE OF WEB,TYP @ BRIDGE\ 01 TaSTL a a O a a a • PERS PTLLAN r/// PER PLAN a a a a a a HOUSE W10x33 W 4 V 183 RED MOUNTAIN ROAD 4"DIA PIPE - - 6 4"DIA STD XX'TRA STRONG PIPE PIPE ASPEN, COLORADO —1-4 za _ 1•-4" 2'4" ISSUES: DATE RELEASE 1-2-18 PERMIT 10-25-18 REV PERMIT 9-20-19 RFI#12 11-6-19 CONST 0 s \ 0 / 12-12-19 CONST 2 BASE PLS/8"x7x1'-4" ' V - BASE PL5/8"x7x1'4" r V EMBED'L3/4"zl0x1' 8E / r - EMBED PL3/4"x10x1'-8"W/ %"� 6-3/4"x6"H.A.S. / /-P_? / 6-3/4"x6"H.A.S.� V 5 V _ 1 1 ' 4 ° v ; James Jackson Romeo,P.E. a ° Structural Design Consultant,LLC 4 - ° ° 4 Custom Residential Specialist ° _''✓_° Intuitive Construction Drawings b. - °� 4 131 River Vista / ! Glenwood Springs,CO 81601 o • _ i Phone/Fax:(970)945 4742 n ; • e e Emal:jm@prsiructural.cum ° 4 I 4 PROJECT NO.: ' ° ° ° n 4 e ° ° ° � 17018 a \ 16"WIDE PIER m 16"WIDE PIER \ w CENTERED ON q ° e 4 ° T W ° ° 4 \ FOOTING a 4 e TIES @ i6"O.C. R ° ° TIES @ i6"O.C. \ A° 119 ° DRAWN BY: ° ��8-#5 HOOK OWLS ° JJR e °a 2'-10" - < 4 ° �8-tA5 HOOK DWLS ° ° ENGINEER: 4 ° 4° 4 ° �' " SEE FTG SCHEDULE ° < SEE FTG SCHEDULE / FOR REINF JJR e a _a ° ° 4 DATE: a a ° 4 °° djo ^ a ° 4° ° ° ° ° ° 12-12-19 1 ° • ° • • 4 • • • ° ' • / A A 4 VC SHEET TITLE Y Zn 8,-0„SQ BRIDGE VEE FRAME/ BLDG VEE FRAME/ DETAILS CONCRETE PIER DETAIL Q CONCRETE PIER DETAIL O SHEET NO. S. 6. `1 .EIVED 140115 08/14,2020 ASPEN BUILDING DEPARTMENT ALL DRAWN AND WRITTEN INFORMATION T.O.S. 4 HEREIN SHALL NOT BE DUPLICATED, r 111'-61/2" Y DISCLOSED,OR OTHERWISE USED -�-- DESIGN NLTANTN CONSENT OF W14x30 FRAME 6 W14x22 BELOW 7 JAMT H ES JACKSON ROMEO,STRUCTURAL CUSTOM TRTD 4 V SO EDGE BEAM BEAM 0 BOARD FORMED g /W14x30 BEAM DESIGNCONSULTANT,L.L.C. W/WELDED''/z"DIA ALL-THREAD 0 32"O.C. VENEER ABV ROOF &TOE SCREW OR TIMBERLOK DECK JSTS TO.PLY ----- •. ,\plitits7ertBj W8x28 PER PLAN —Al 0 0 RE^�• "'7' •20,p„ w14 Taw. ••G./�' PER et L6x4xs/a WELDED TO W14/STIFF PL t G - y PLAN OR BOLTED TIMBER PACKOUT/LEDGER C O • P Cfl !LI: (CONTRACTOR AND ARCH CHOICE) W14 EDGE BEAM AT RIM,U.N.O. /q gi W12 PER SIM TO BELOW PLAN i� •` • ^• ' n BEYOND Oa04.••• t- V TYP B CUSTOM TRTD 4%"SO EDGE BEAM _ IfAHliti W/WELDED Yz"DIA ALL-THREAD 0 32"O.C. &TOE SCREW OR TIMBERLOK DECK JSTS STIFFENERS FI MATCH - COLUMN FLANGES ;V4 THREE SIDES RE:ARCH CANOPY BOTH SIDES`tL-'�-'II �,�, T.O.PLY 4 J/"TRTD 2X VERT CROSS BRACE • /TYP HOUSE 7•. 0 PER PLAN — a DECK III JSTS @ 2"O.C. �� PLs/"x3"TYP V TO.STL W14 STIFF PLY j PER PLAN PER EA SIDE . PLAN ., W14 PER PLAN OP'HSS3.5x3.5xa/s / •1IPLATE = TYP - CUT BOTTOM OF W14 AND ADD W12x26 FRAME COLUMN WEB y BOTTOM FLNG TO MATCH FLNG WIDTH COLUMN CAP PLATE 5/8" --------\\1 3/4"BAR FULL DEPTH (MATCH FLANGE WIDTH) C , OF COLUMN WEB AND W12 (4)5/8"BOLTS W/2-5/8"DIA BOLTS WIDTH OF COLUMN FLANGE PER FOR ERECTION ONLY HSS COL(SEE OR GREATER TO ALLOW I PLAN 183 FOR WELD PLAN FOR SIZE) RED MOUNTAIN ROAD TYP WF MOMENT CONN O CANTILEVERED SUN BREAK SECTION O T.O.S. T.OPLY ji, T.OPLY 99'-93/4" TO.STL PER PLAN $di, TO.STL PER PLAN Wl4x22 BELOW PER PLAN PER PLAN W14x38 FRAME MAIN LEVEL W74x38 BEAM EMBED PL 1/2"x10"x0'-10" L3 z x3 z"xq"x 0'-6"EA SIDE W14 PER PLAN W14 PER PLAN BEAM 1 BOARD FORMED VENEER WALL $ W/4-5/8"x5"H.A.S.` W/2-3/4"DIA A325 BOLTS STIFF PLYe" STIFF PLYe" T O.STL EA SIDE EA SIDE �'- PER PLAN 7 ASPEN, O _ 1 _ - _ CROSS BRACE '�__y,LO PLs/"x3"7YP COLORADO CAP PLATE 5/8" CAP PLATE 5/8" (MATCH FLANGE WIDTH) C (MATCH FLANGE WIDTH) •C ° W/4-5/8"DIA BOLTS / W/2-5/8"DIA BOLTS / ISSUES. FOUNDATION WALL V TYP HSS COL(SEE HSS COL(SEE DATE RELEASE PLAN FOR SIZE) PLAN FOR SIZE) 1-2-18 PERMIT 10-25-18 REV PERMIT 11-6-19 CONST W12x35 FRAME 12-12-19 CONST2 COLUMN WF EMBED PLATE CONN O WF BM/TS COL CONN DETAIL O WF BM/TS COL CONN DETAIL O ,•_,,_p, ,,_,.J.. ,.._,.J.. • V <TYP T.O.PLY 1-1— \<10,1 111'-8 a/e" i1— TO.STL jh 71/4"LVL 111'-6%" 'H883.5x3.5xs/0 24"0.C, LJamesJacksonRomeo,P.E. WF BEAM PER PLAN W/ FLOOR SHEATHING T.O.STL + �— Wl4x34 StructuralDesignConsultant,LLC%"DIA BOLTS @ 24"O.C. &NAILING PER PLAN IV 110'-11'/a" STAGGERED FOR DF 2x NAILERCustomResidentialSpecialist(COUNTERSUNK) WOOD I-JOIST& Intuitive Construction Drawings HGR PER PLAN131 i ista GlenwoodSprings,CO81601T.O.PLYPER PLAN Ehone/Fax:(970)-945-4742 Email:jim@jjrsiructural.cum 6,6 TO.PLYPROJECTNO.:i v 1/ 71/4"LVL 1Ii 17018 n �24"O.G. II I,DI LO.STL + 1—/` �� r ^ ^ DRAWN BY: 110',11W f�� TOP O JJR 2-11%a"LVL�--W /AT LO STEEL BM/NAILER DETAIL O ENGINEER: -�w14x34 ' i ELEVATION JJR r 0 DATE: GARAGE ROOF LOOKOUTS O 12 12 19 HSS COL BASEPLW/(4,'/e"DIA A.B. AT GARAGE DOOR HEADER O W/STD EMBED PER A.B.MFGR ON 1"+/-NON SHRINK GROUT PACK 1"=7-0 3/4"-- 2',11" -3/4" (USEV BASEPLATE FOR HSS3Yzx3Yz , SHEET TITLE AND%"BASEPLATE FOR HSS4x4) T 1 W12x260 MAIN V <TYP FOUNDATION WALL T.O.PLY Wi2x35 0GROUND INSIDEF0.2x6 1 1HSS3.5x3.5 OR MAT SLAB TYP BOTH ��� PER PLAN /STUD WALL FLANGES&WEB ! \ DETAILS T.O.MAT SLAB a (COMPLETE PEN) V DIA THRU BOLTS 0 32" T1'P> J PER PLAN • O.C.THRU OBL TOP PLATE / II a AT STUD&SHEAR WALLS ° ". ,, TYP BELOW WF BEAMS ©© W12x35 OUTSIDE F.O.2x6 2 PL'sV x 3"EA X-BRACE- STEEL SHIM PLATES I Y (, W12x58 �_ STUD WALL&F.O. BOTH PLATES CAN BE WELDED ON FOR X-BRACE WELD CONN's o, a BM.t - BMW' W72 FLANGE SAME OR OPP SIDE OF W12 FLANGE no- TAPER SIM TO W14 PLAN SHEET NO. HSS COLUMN BASE& MAIN FLOOR BEAMSMI FOUNDATION ANCHORAGE WF BM/STUD WALL DETAIL O. STUD WALL TO WF STEEL CROSS BRACING SUBSTITUTE FOR SHEARWALLS S. �'. Q3 = 0 O O O GRIDS E& K B'TWN 6-7& 9-10 MAIN& GROUND FLOOR® Ca is of l5 08/14,2020 ASPEN BUILDING DEPARTMENT