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Home My WebLink AboutLions Ridge Filing 3 Block 3 Lot 1 Unit 7.PDF 02/09/2005 16:05 9709494054 MONROE NEWELL ENGINF PAGE 01/02 Monroe & Newell Engineers,JAc. PO Box 1597 70 Benchmark Road, Suite 204 Avon,Colorado 81620 970/949-7768 970/949-4054 Fax FACSIMILE TRANSMITTAL LETTER Antonius Remodel TO: Company Telephone: Fax: ✓ Mr Michael Hazard Michael Hazard Associates 970/949-4958 970/949-4838 From: Leslie Reed Date: February 9,2005 Pages: 2 (uicluduag cover sheet) Project#: 6671 Michael, We understand that you would like to use the existing glu-lam beam at the master bedroom floor edge on S2. The (3)-18"V.L. beam may be replaced with the existing 5 1/8"x15" glu-lam with a 1 3/"x16"V.L. beam bolted to each side. Please see SX1 (attached) for the alternate beam section. Please call with any questions. Thank you, Leslie Reed If transmittal is not as indicated please notify sender 02/09/2005 16'05 9709494054 MONROE NEWELL ENGINF PAGE 02/02 Monroe & Newell A X177040)-S Tt—, ,oTEL &&-I/ Engineers, Inc SHEET NO n OF CALCULATED BY 1.r L' DATE CHECKED BY DATE SCALE ' i • r i I 1 r ' _ i . I p r - rrr �. . , v - � • i rrr.r,u 4 • 1 r r n i n r � . - � I _ ^ • • r rrr r r, r r r i X1571 tSLV-fit? i ___i_._ _. _ . -• _ - ___ .._ I - . . - • _ _ ' - • r y . it , - I � r • r r , , i r • 1 , 1 r __ _ _ ._..._ _.__ _ i . - ' � Y , ^• , •` a r.r. - r ^-.. . .'_ ._ _ ._ _ I „ r • r�'a , 1 , • r r ' r r r r r i r r • ' r r J ' I r • r r • , ' 1 • I • r r , I , - r I 1 r • _;_ 1 i_ r , I I - f �- -• a 1 rrr.. � r ^!.. , . I rr 1 .r r I - , . _ F - I-- i Irr rr r.•�r. • � _*, .. _ � _ � , .i 1 r rrr .• r — r. r�*.-fi�5�' �15,,•. . ' r r - - j 1 1 nJ i r , r r r. i rr r• r r • . - ` , , , r l ._ -' - a ,r r•.. r _ ' , _I ! p � r i r • i r r 1 I 111!`Ul '1:iur C \ � dill t'!S�UCic.+. 5 V. Copyr;pt'o:005 r }�G CAO .I. _.. I Via' l� �» �� -- wer Kitchen \ Master I f �•{I� �. II B�4 H� 1 I rAi I I• I/ a vE,el� ,�u 1 Guest Bedroom _. ._._. I �► � ,..__.._..,_ _ ,.�...,_ edroom r— y- 1 I A2 _*W A , d _Garage Below _��..........,. I Z A2 -----� Garage I _ A � � , Revision�� - A - A2 - Walk-ui-Closet I No.: Date II D_ inin Room _ �wr `I zS 1 k_.._ I $ • ,`-.,,J Office/Sit ' -- .,) _AZ ,.._.. _._ r Entry Below j B Deck i Living Room - . ,r• `� - --"`�"• B Living RooznBelow � -- -- A2 A2 ��s a''r •,r�rel �t•�° fok;. _..'/� � -� A2 �!"-�L�,� - � ��' - tv ,t,.• -f- I c,o -c� �' Entry • - I � � f � �� ri � - 11.�.._.�. ....r 1 I , I1-4 .L --- -- - !�.,-.....�,.�._.;�,. .- —y �if ,l� ,,, 1 -•-r••..... ..._,...,.-�, Pr 'ectNurnber 01}— .. , _ UPPER. LEVEL FLOOR PLAN _ ._. MAIN LEVEL FLOOR. PLAN _ -_ - ._. ._..,_. . .- 1/4$* 11-01, Acµ_<rt.p CV Sss. I I a 1 Shower �. THE AE:MIODYEM y.�� 1r,,,,uunytl W+a.u.dM� .-._.-»-„..-_.-+-.-...........--.... 4 ._...._.........._..,......---�^ ..,.-...-�_ _ _ ___•.........r � ,�....�..,._n++,.� rw....3.:»s°fl,&TS�,..�...... '� '1Y 1 1 I � � 'r��lb�E� I ................ .J.�...�. r.i 1881 Lions RidgejLaop --- - Unit Number 7 I 1 Wail, Colorado I I Master Bath ” I I \ { , Kitchen I Bath uest Bedroom - ; `` •l I Master Bedroom I Garage Below Garage During Room I � � I�iClaa�� P V I l .T Walls-in-Closet ,�sso�;i�r�r�er / I _ r I i 1 � Architecture Planning '3- II"" r I --�I� - I . . �-�• � .�.--,. � l I Interiors IIW.C. , Vail, Colorado / 970.949. 970,949.4838 FaX • 1 _. i � IIIIC• �✓'� I ` y Entry Below mhanvatlmet ck Living Room � .�-�' -� f '�" • De g - -- Ent Living Room Below Office/Sitting 1 II 1 I I„ �I _4 .�,� , �' .—�.• _ �) � • -f,�� „ - i � -...�..r�t' .Issue Dates r�,r� ��' I J€txtaary 1,2,7.OA5 February 3, X005 LL UPPER LEVEL ELECTRICAL PLAN sot& oil IN LEVEL ELECTRICAL PLAN Sheet AT�cl��l.�., r V n A3751!1 Oil WIC-111-Closet �.s• ' FIr�G• - _ Q Master Bedroom --- _- �"" - - _ Garage pie, dp j- Dining Room Guest Bedroom ._ �:_ - I ' l - -•--- Project Number 0444 J t• Ii�t1t-1 ret✓ cNJ 2' - — A BUILDING SECTION SOUTH ELEVATIGI� 1/4" 1141 1/411 I THE � l I Office/Sitting ANTONI US 1881 Lions Ridge Loc Unit Number, 7 Entry t P��Imp IN M� 1 ___ Vail, Colorado Livia Room --- - _ Michael Hazard - _ Associates 1 =-71i - _-__ _. ____________._.__,. Architecture Planning Interiors P.O. Box 1068 BUILDING SECTION NORTH ELEV ail, Colorado 14„ 1 2 -- --- 1/4"= 1'-U" 81658 -- �� --- --- 970.949.4958 970.949.4838 Fax lnha a,vail.net Issue Dates ,Auaxv _12.2_2005 _ February 3,2005 _ 'Sheet Numbgr -A2 Michael Hazard Associates Wood beam-re structural Copyright C 2005 drawings Set flush to inside face Discontinuous 2x blockmg of 2 a 12 roof foists 18 Ga galvanized painted, sheet \ 1 metal ridge cap over waterproof membrane 5/8"CDX plywood shaeathmg- �� ' '• hold back @ ridge to allow for ventilation y - " Composite shingles to match x 2 cedar facia to match existing weight, color and coursing of �a existing roofs � w,y e-�,J�„",t� •ir L �- R-30 fiberglass batt insulation with ventilation baffles s f !St YIS='""- 24" wide of ethelene moisture 36" wide adhesive waterproof p Y rP barrier at all eaves membrane @ eaves,rakes and valleys Solid 2 x blocking per structural drawings Fainted, galvanized eave flashing to match existing R-19 fiberglass batt insulation - - Cedar facia to match finish and 5/8"gypsum drywall over profile of existmg conditions continuous 6 mil. vapor barrier- tape all intermediate and perimeter / New siding to match existing over seams r/z"CDX plywood sheathing over air infiltration bamer 1 SECTION @ DORMER RIDGE/EAVE 36"wide adhesive waterproof membrane @ eaves,rakes and valleys Composite shingles to match Project Number 0502 weight, color and coursing of existing roofs Painted, galvanized rake flashing to match existing 5/8"gypsum drywall over �C continuous 6 mil vapor barrier- tape all intermediate and perimeter seams 1 r/z'ngrd insulation New siding to match existing over R-30 fiberglass batt insulation with r/2"CDX plywood sheathing over ventilation baffles air infiltration barrier Steel bent beam(re struct) 1/2" air space-fill with batt insulation THE 2 x wood plates shot to steel bent Metal clad wood window to match A1�TTOIVdUS beam manufacture and color of existing REMODEL Rod&Sealant 1881 Lions Ridge Loop r/z" OSB sheathing over 5/8" Unit Number 7 gypsum drywall-fire tape I, only Vail, Colorado ' Dashed line of built-in seatrtna 3/" stained poplar sill-provide 3 7 r/2"extruded aluminum diffuser along entire width of window sill for convection heat dispersal i / - — Painted, galvanized sheet metal I flashing Michael / New siding to match existing over Hazard r/2" CDX plywood sheathing over ASSOClQteS air infiltration barrier Architecture 5/8" gypsum drywall over continuous 6 mil vapor barrier- Interiors Planning / tape all intermediate and perimeter I seams-fire tape, only, concealed / P.O. Box 1068 drywall locations Vail, Colorado 18 Ga painted, galvanized sheet 81658 metal counter flashing and seamed 970.949.4958 drip edge 970.949.4838 Fax '1 mha@vail net 2 x discontinuous blocking to allow ventilation of roof cavity SECTION @ DORMER RAKE/COUNTERFLASHING Issue Dates January 12, 2005 Sheet Number A3 I -, 02/09/2005 16:05 9709494054 MONROE NEWELL ENGINF PAGE 01/02 t Monroe & Newell Engineers,Inc. PO Box 1597 70 Benchmark Road, Suite 204 Avon,Colorado 81620 970/949-7768 970/949-4054 Fax FACSIMILE TRANSMITTAL LETTER Antonrus Remodel TO: Company Telephone: Fax: ✓ Mr Michael Hazard Michael Hazard Associates 970/949-4958 970/949-4838 From: Leslie Reed Date: February 9, 2005 Pages: 2 (including covcr sheet) Project#: 6671 Michael, We understand that you would like to use the existing glu-lam beam at the master bedroom floor edge on S2. The (3)-18" V.L. beam may be replaced with the existing 5 1/8"x15" glu-lam with a 1 Y44"x16"V.L. beam bolted to each side. Please see SXI (attached) for the alternate beam section. Please call with any questions. Thank you, LeslieReed If transmural is not as indicated please notify sender 02/09/2005 16.05 9709494054 MONROE NEWELL ENGINF PAGE 02/02 Monroe & Newell '°B- �7—art Engineers, Inc SHEET NO OF CALCULATED BY DATE ? "7 CHECKED By DATE SCALE I • r r , r " • ' C i t � " 4 " " r r r , i , •r r r , � , ` a i t ri r i u 4 - - r 1 t • • _ _ r a ; r it ; _ », 1 • i r r rl rri , < ' < ' i r r r r rr r i t --1 • ,- - I - 1 r r r i r r ' r • 9 �,"r -- - - •_-_ --__ i - � ... .; , • +, a .r r•r. . .w ...» 1_»..�. ..._ ' ..� _ , • ' t• I 1 r r r ' r r u ' • 11�/r r d - 1 rl r , .. », _ _� ,____ __ - ._ , (`EEi� fir. 1�'X !�.• V•t-.._ESC-I-�� 1 _ .r I ' • Ar, 1:;p" W' /`�/�� , r� r. err • 1 _ '1 - _ ' } _ _ r r �r _ _ T i _ i r _ ,_ � ______ ._ — t ' I , r ` , • ' r r 1 i � i Dt n OaAL. ;/At ON/ BE3giv► -7-a•., � ILL. a� Sri r r i rri1 i ; rr »/ irrr it r. ' .r •" ._" I� � " - I '� - -�- ' 1 l^� » ^' n' - , • -'- -1 - F 1 r _ I � • i r r ' I i I ' { I GENERAL NOTES 1 , LIVE LOADS USED IN DESIGN 7, INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND A ROOF SNOW LOAD, Pf 80 PSF GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. H. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND B TYPICAL FLOOR 40 PSF SHALL BE "BCI -JOIST" AS MANUFACTURED BY BOISE CASCADE CORPORATION. ALTERNATES SHALL BE REVIEWED BY THE ENGINEER, TO BE CONSIDERED, C IMPORTANCE FACTORS ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION CATEGORY 11 EQUAL TO OR GREATER THAN THE SIZE SHOWN ON THE DRAWINGS WES BLOCKING SEISMIC FACTOR I 1 .0 AND BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER, SNOW FACTOR IS 1 O WIND FACTOR IW 1 0 I . LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS CAPACITIES: FB - 2800 PSI. E - 2,000,000 PSI, FC - 750 PSI . FV = 285 PS I BUILT UP I'-O" 22'-O" D WIND MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' 3 SECOND GUST 100 MPH RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR FASTEST MILE 80 MPH 5 1/4" WIDE MEMBERS EXPOSURE B 9. NON-STRUCTURAL ELEMENTS � - - - - - - - - - - - - ° - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - , f E SNOW SNOW EXPOSURE FACTOR Ce 1 O A ELEMENTS SUCH AS NON-SEARING PARTITIONS, ETC ATTACHED TO AND/OR _ THERMAL FACTOR Ct 1 0 SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND — — — — — — — — -I r — — — — — — — — — — — — — — — — — — — — — — — OTHER STRUCTURAL MOVEMENTS, , r F LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. I I I I I I B FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AVD SHALL MEET G CODE USED IN DESIGN INTERNATIONAL BUILDING CODE, 2003 EDITION, ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE NEW (5)-2X6 I I I I I I ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE COVSIDERED 2 TESTING, INSPECTIONS AND OBSERVATIONS UNRESTRAINED UNLESS NOTED OTHERWISE, COLUMN A THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION, 10, GENERAL I I I I I I STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION, SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED A, ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS, I I I I I I INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL I I I I I I INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL B ELECTRICAL OPENINGS THROUGH FLOORS,ROOFLAND WALLS WITH MELHVTELSLAAN 3 FOUNDATIONS REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILIT , I E XISTINO I I t I I I I SLAB-ON-GRADE I I C PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER A MAXIMUM SOIL DESIGN PRESSURE 3000 PSF ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL Or CONNECTIONS o I I I AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON I I I I B THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 3000 PSF. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR I I CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC. , REQUIRED FOR INSTALLATION OF I i FOUNDATION EXCAVATION SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL HIS ITEMS. I I I I I SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, I I I I I I C ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED EXACT BEARING MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS, MISCELLANEOUS EMBEDDED I I I I I I Monroe & Newell ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36 NEW PAD FOOTING 3 I I I I I I Engineers, Inc. SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE E PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH. (MATCH EXISTING THICKNESS) WITH 54 I I I I I I D ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED. NATURAL SOIL OR PROPERLY COMPACTED BACKFILL. APPROVED BY THE SOILS ENGINEER BACKFILL F SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL #5 AT 1'-0" EACH I I I I I I Avon SHALL BE COMPACTED TO 95X (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM STEEL. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW WAY AT BOTTOM _ — — NEW #5 X 2'-O" D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR, - DOWELS DRILL I I I I Y O.BOX 1597 ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL O O I I I I I I O 70 BenLhmark Road,Suite 204 REPORT FOR DESCRIPTION OF BEARING SOIL) G WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC , SHALL BE AS SHOWN ON THE I 1 AND EPDXY b" EXISTING I Avon,Colorado 81620 ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. 4 N INTO EXISTING GRAWLSPAGE I I I I (970) do 81668 E CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES R) — _L — I FOOTING CT PLACES) �j FAX(970)949-4054 UNLESS NOTED OTHERWISE ON PLANS H. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR I I EMAIL avon @mX(97 )949- 054 j WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE, J I I NEW (3)-2X6 I I F CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED COLUMN FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE I ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND - VF I I I ARCHITECTURAL DRAWINGS. O I NEW (5)-2Xb I L_ — — — — — — — — — — J I Denver G NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY — — — — — — — — — — — BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE J, CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS 1 I I COLUMN I I 1701 Wynkoop Street,Suite 200 _ ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER, Denver,Colorado 80202 4 CONCRETE — — — — — — — — — J (303)623-4927 I _ A ALL CAST- IN-PLACE CONCRETE SHALL BE MADE WI TH TYPE I/I I PORTLAND CEMENT, -O„ FAX(303)623-6602 EMAIL denver@monroe-newell corn STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS, I I I I I Q I I d CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO T. AIR REO, NEW PAD FOOTING 4'-O„ FOOTINGS 3000 psi STD - - - - - - _ THICKNESS) WITH I q'-q 1/2" IO I I I S4 Dillon O I Q Q ^ 765 West Anenome Trail,Suite 202 #5 AT 1'-O" EACH 8' I W I I (� Dillon,Colorado 80435 B FOOTINGS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF SPAN WITH VERTICAL BULKHEADS WAY AT BOTTOM I — z �I I X Q (970)513-1600 AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE SHOWN ALL CONSTRUCTION JOINTS I I I I F I I N IU W FAX(970)513-7272 SHALL BE AS DETAILED OR AS REVIEWED BY THE ENGINEER, I I Z EXISTING I I I I I I I (u -0) 'i EMAIL dillon@monroe-newell cum C ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE FOOTING-ti I XI I Z 1-0 - WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE TYPICAL I I I L — — — J NI I - STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF II I F- X X CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. I I J W N m 5 REINFORCEMENT 1 I Q W I r- — — — — ° — — —I I I W A ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM A615, GRADE 80 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. I B WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE J L. — — — — — — — — — — — — �. — — — — — — — — — — J L_ — — — — — — — —1 — • A LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. . C REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 1 CONCRETE POURED AGAINST EARTH 3" 2 CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" NEW (3)-2X6 - 3 COLUMNS AND BEAMS (TIE BARS) 1 -1/2" EXIS- TING- -FOUNDATION COLUMN b'-O" �0 1 D REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH WALL— TYPICAL SECTIONS 7 5. 7 8 AND 7,7 OF ACI 318, LATEST EDITION, 31'-cl 1/2" 12'-2 1/2" E NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 48 BAR DIAMETERS FOR /16 BARS AND SMALLER. MAKE ALL FOUNDATION �L A N BARS CONTINUOUS AROUND CORNERS. 2 F PLACE TWO /5 (PER 8" THICKNESS) WITH 2'-0* PROJECTION AROUND ALL OPENINGS IN rj-4 A CONCRETE WALLS. SLABS, AND BEAMS. ALSO PROVIDE TWO #5 X 4'-0" DIAGONALLY AT I/4" = I'-O" EACH CORNER mi L 6 STRUCTURAL STEEL Uj a) A ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH Q SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B. LATEST EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. E 8 ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT FOUNDATION NOTE S: CONDITION ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED OTHERWISE, I. FIELD VERIFY ALL EX15TINO CONDITIONS. NOTIFY STRUCTURAL 0 z C STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE ENGINEER IF CONDITIONS ARE DIFFERENT THAN A55UMED LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION " 2. ALL FOOTINGS IN GRAWLSPAGES SHALL BE BACK FILLED WITH 0 D. EXCEPT WHERE DETAILED OTHERISE. FABRICATOR SHALL SELECT STEEL CONNECTIONS PER COMPACTED STRUCTURAL FILL TO THE TOP OF THE FOOTING 0 AISC "MANUAL OF STEEL CONSTRUCTION" (ASO), TABLE 11 -A AND/OR AISC SIMPLE SHEAR MINIMUM, UNLESS NOTED OTHERWISE ON PLANS OR SHOWN ON U CONNECTION MANUAL" WITH A325 N BOLTS (OR WELDED EQUIVALENT) TO SUPPORT SECTIONS. 60 X THE TOTAL UNIFORM LOAD CAPACITY PER AISC "MANUAL OF STEEL CONSTRUCTION" FOR EACH GIVEN BEAM AND SPAN +' L 3. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS i O E ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY WITH ARCHITECTURAL DRAWINGS V STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1 1 . O 0 F MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS 4 CENTER FOOTINGS UNDER WALLS AND COLUMNS UNLESS V) J O FILLET UNLESS NOTED OTHERWISE DIMENSIONED OTHERWISE ON FOUNDATION PLAN. r 1 G FOR ALL BEAM/COLUMN OR BEAM/BEAM CONNECTIONS, ANGLES PROVIDE HORIZONTAL SHORT 5 REFER TO ARCHITECTURAL DRAWING5 FOR 5TAIR FRAMING DETAILS v SLOTS IN CONNECTION MEMBER ONLY (WT-SECTIONS, ANGLES OR SHEAR PLATES). AND LANDING SLAB ELEVATIONS � H PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL - STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR LATERAL b. ALL SITE WALLS NOT SHOWN ON THIS PLAN SHALL BE BUILT PER (JAS LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS v AND DECKS ARE IN PLACE ARCHITECTURAL LANDSCAPE PLANS, DETAILS AND ELEVATIONS I STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP SITE WALLS SHALL NOT BE CONNECTED TO THE BUILDING UNLESS NOTED OTHERWISE DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS, 7 NON-SHRINK GROUT A NON-SHRINK GROUT SHALL BE PROVIDED: •O 1 BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS 2 BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY SUPPORTS. 3 GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE 8 WOOD M A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY w WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING co CODE AS FOLLOWS 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb - 700 PSI 2" TO 4" THICK - 6" AND WIDER NO. 2 Fb - 900 PSI 5" THICK - 5" AND WIDER NO, 1 Fb - 1350 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TO ALLOWABLE STRESS INCREASES B VVhIEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND Date 02-07-05 PERMIT NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLEDIPPED OR BETTER), C TREATED SILL PLATE LUMBER MAY BE HEM-FIR, STRUCTURAL /1 GRADE. Drawn By SBK D PROVIDE METAL CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X WOOD JOISTS -J SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS Checked By HS 4 E TABLEN2304-9.1 UNLAESS NOTED OTHERWISE.NAILS ACCORDING TO THE IBC SCHEDULE Project No. 6671 F LAMINATED BEAMS 1 ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 Revisions PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN ARE NET 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC 3 PROVIDE UNITS CONFORMING TO AITC 117, 24FV8, D F FOR CONTINUOUS MEMBERS AND CANTILEVERS AND 24FV4, D.F, FOR SIMPLE SUPPORT MEMBERS. k MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY STAMPED ON EACH MEMBER, G PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. 1 PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING, APPLICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION 2 EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF V.S PRODUCTS STANDARD PSI . LATEST EDITION FOR PLYWOOD. ALL PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE 3 FOR FLOORING USE 3/4- T&G STURD- I -FLOOR SHEATHING GLUED AND NAILED WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. 4. FOR ROOF USE 5/a' (40/20 SPAN RATING) EXPOSURE I SHEATHING NAILED WITH 10D NAILS AT 4" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS, 5 EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I PLYWOOD OR OSB SHEATHING NAILED WITH 8d NAILS AT 6" ON CENTER ALONG PANEL o EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS ALL PANEL EDGES SHALL BE BLOCKED, 6 FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. n N al v�o 20< V I V I d ' ' Monroe & Newell Engineers, Inc. Avon P O.sox t597 70 Benchmark Road,Suite 204 Avon,Colorado 81620 (970)949-7768 FAX(970)949-4054 EMAIL aeon @monroc-ncwell.com NEW (5)-2X6 Denver COLUMN 1701 Wynkoop Street,Suite 200 Denver,Colorado 80202 (303)623-4927 FAX(303)623-6602 NEW (3)-2X6 hMAIL denver@monroe-newell com COLUMN UP J WOOD PRAM f NG NOTES: ONLY Dillon I I z 112'-5 1/2" 1 ALL WOOD FRAMING JOISTS SHALL BE BGI TYPE JOISTS AS 765 West Anenome Trail,Suite 202 I I NEW STUD \—SIMPSON IUS MANUFACTURED BY BOISE CASCADE CORPORATION. ALTERNATES Dillon,Colorado 80435 WALL ABOVE HANGER TYPICAL TOP 40 N SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE (970)513-1600 I �Q PLYWOOD � FAX(970)513-7272 REVIEWED BY THE ENGINEER OF RECORD. I I Q N W In S MPSON IUS EMAIL dillon @monroe-newell com NEW 12" HANGER TYP. 2. "V.L." INDICATES VERSA-LAM BEAMS, AS MANUFACTURED BY BOISE �I I BG!/600 AT I'-4" CASCADE CORPORATION ALTERNATES SHALL HAVE THE SAME OR 1pi i�W -a GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES Ln i.�Q NEW 12" AT 1'-40 3. Q INDICATES COLUMN DOWN ONLY- MULTIPLE 2X FRAMING NOTED s Oi iX W AT I'-4" ON PLANS. vI IWLo �- OPEN g I IZ 1101-0.. 4 INDICATES COLUMN UP AND DOWN UNLE55 IT BEARS ON `S NEW (3)-2X6 TOP OF 12 CONCRETE WALL OR FOOTING BELOW, OR IT 15 LABELED UP ONLY. COLUMN UP PLYWOOD ONLY S4 (3)-12" VL 5 < > INDICATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION , 51MP50N ITT J 6 "0 INDICATES TOP OF STRUCTURAL FLOOR SHEATHING« �� HANGER TYPICAL _ ELEVATION. ' /J _. f�a NEW (5)-2X6 NEW 12" SIMP ON �: ;yi¢tl „ 5 A - HANG R '1. HEADERS SHALL BE (3)-2X8 UNLESS NOTED OTHERWISE ALL II COLUMN N BGIi4540 (3)-12" VL HEADERS SHALL BE BUILT OUT TO 5 1/2" (3 1/2"9 WIDTH BY AT 54 WIOX33 J ADDING PLYWOOD SPACERS AS REQUIRED. 54 <10q'-cl 3/4'> 7 2X6 kT 8. ALL COLUMNS SHALL BE (3)-2X6 DF#2 UNLESS NOTED OTHERWISE. w G WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR O TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO L 54 (2)-12" VL NOTED COLUMN SIZES AS REQUIRED. W NEW 12 I I 10. ® INDICATES INTERIOR BEARING WALLS. FLOOR o �A BGI/450 I I BEARING LOCATIONS SHALL LINE UP WITH 5TUD5 BELOW. �( AT 1'-4" I I NEW EXTERIOR SIMP50N I I STUD WALL 11. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 3 U HANGER (2)-I " VL I I STUDS AT 1'-4" REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL q 4 i i INFORMATION 0 z OPEN 54 AT 8" ` 12. ALL BEAM/BEAM AND BEAM/COLUMN CONNECTIONS SHALL BE O.C. MADE WITH 51MP50N STEEL PLATE CONNECTORS UNLE55 NOTED o OPEN RE VE EXISTING OTHERWISE. to ENT WALL 13 RE: ARCHITECTURAL DRAWING5 FOR LOCATION AND 51ZE OF Uj (2)-12" LVL ROUGH OPENINGS IN WOOD STUD WALLS ♦+'' tv r NEW 12" i i 14 RE: ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR i O Q BC-11450 1ST G (4)- I I FRAMING DETAILS. V , AT I'-4" El :211< COLUMN W 0 15 ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM I) 0 �/O I FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALL5). c , I I I& FIELD VERIFY ALL EXISTING CONDITIONS. 0)� NEW (4)-2X6 3'-0" Im COLUMN _V N Uf=f'EF;i� LEVEL ALAN 1/4" = 1'-0" O j Z r�y.� Q MMw I W Date 02-07-05 PERMIT Drawn By SBK Checked By HS Project No. 6671 Revisions I I 0 N N n n a f5ypy p0 < I L 0 N Y 2O< h J l 1 I I U Monroe & Newell Engineers, Inc. Avon P O.Box 1597 70 Benchmark Road,Suite 204 Avon,Colorado 81620 (970)949-7768 FAX(970)949-4054 EMAIL avon @monroe-newell com Denver NEW (5)-2X6 NEW (3)- 1701 Wynkoop Street,Suite 200 18" LVL (LO Denver,Colorado 8 COLUMN (303)623-4927 FAX(303)623-6602 EMAIL denver@monroe-newell com 54 NEW (3)-2X Dillon 54 NEW (3)-I6"VL (SLOPING) COLUMN 1 765 West Anenome Trail,Suite 202 G) UMN NEW 2X12 ti�,v ROOF FR,4MINC-c NOTES: D1FAX 970137272(9713-1600 )S AT 2'-0" 1 ROOF SHEATHING SHALL BE MY (40/20 SPAN RATING). STAGGER PANEL END JOINTS EMAIL dillon@monroe newel]com CS EXI TING I6" TJI AND FASTEN WITH IOd NAILS AT 6" MAXIMUM ALL EDGES AND 1'-0" MAXIMUM `�1+ R F JOISTS OTHER SUPPORTS. z It`fl f HANGS N L5 4 2 RE: ARCHITECT FOR ROOF SLOPES AND BEARING PLATE HEIGHTS NEW 2X12 W Q 54 NOT NOTED • ►1 �LU AT 2'-O" Z to NEW (4)-14" VL 3. ALL HEADERS SHALL BE (3)-2XIO UNLE55 OTHERWISE NOTED ALL ROOF JOISTS -- HEADERS SHALL BE BUILT OUT TO 5 112" OR 3 1/2" WIDTH BY ADDING 5 PLYWOOD SHIMS AS REQUIRED. 54 NEW (MN X6 4. ALL HEADERS LONGER THAN 6'-0" SHALL REQUIRE TWO TRIM O�� NEW ' X12 �� COLUMN 5TUD5 AND TWO KING STUDS EACH SIDE. AT 2'-O" ry+ ' EX TING 16" TJI XISTING 16" TJI AT 1'-4" _ G ROOF JOISTS 5. ALL JOIST HANGERS SHALL BE SIMPSON LUP, WP OR LSSU TYPE UNLESS NOTED OTHERWISE COLUMN NEW (3)-16" VL (5LOPING) 10 � � 6 ALL BEAM TO COLUMN CONNECTIONS, E30TH TOP AND BOTTOM � 5 NEW (3)- X6 SHALL USE 51MP50N PLATE CONNECTORS UNLESS NOTED r COLUMN OTHERWI5E ON DETAILS. 54 m (3)- X6 -7. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM W v5lum CO UM FLOOR TO ROOF (INCLUDING RAKE WALLS) XitaiNc-7 1(2- TJI Z NEW (5)-2X6 ROOF JOISTS NEW (3)- X6 8. < > INDICATES TOP OF ROOF BEAM OR TOP OF PLATE HEIGHT. J L. COLUMN COLUMN C I TING 6 9. SEE SHEET 51 FOR GENERAL NOTES. t B LL i[ OVERFRAME 10 RE: ARCHITECT FOR CHIMNEY SIZES AND LOCATIONS NOT NOTED ON STRUCTURAL PLANS. Q I 11. OVER FRAMING SHALL BE 2X6 MINIMUM AND SHALL BE POSTED DOWN TO MAIN FRAMING ON A GRID NOT TO EXCEED 4'-O" X 4'-O" (16 FT2 ) REMOVE EXISTING—►I w 7 i ENTRY WALL p i i 12. FOR ADDITIONAL NOTES AND DETAILS SEE SHEETS) 54 L 2 i 13 ALL COLUMNS SHALL BE (3)-2X6 DF#2 UNLESS OTHERWI5E NOTED. ' EXISTING J EXISTING 16" TJI l�I NX i ; 14. FIELD VERIFY ALL EXISTING CONDITIONS. 0 (2)-16" TJI �Q ROOF JOISTS (I j LU AT 1'-4" ROOF JOIS 5 m T i i Z X L V 0 tJl Q 13 i i t( Q 1 _ W0� EXISTING (4)-2X j j W N m V) J 0 0 OLUMN W i i w1I LL01 -NN NEW 2X6 EXTERIOR Z ENTRY WALL 0 C FLAN. o 1/4" = 1'-0" J Z T�M � � W W Date 02-07-05 PERMIT 4 Drawn By SBK Checked By HS Project No. 6671 Revisions I 0 M N n SV, p O < 1 %N XO< o i L4X4X1/4 XO'-6" REMOVE WITH (2)- 3/4"(P BOLTS EX15TINO EACH LEG EXTERIOR I I NEW 2X6 EXTERIOR WALL WALL WITH SHEATHING I I EXISTING 2Xe, I I NEW H55 6X4X318 I I ® FLOOR J015T BENT BEAM WITH I 12 EXISTING 2X TOP PLATE AND 6,, ® ROOF SHEATHING 6� JOIST DECK 1/2"4) THREADED RODS AT 2'-0" STEEL BEAM STEEL BEAM �••o �•oop BLOCKING AT o O, jjj RE. PLAN WITH 2X RE. PLAN EACH SPACE moo o�0o o;0•'< TOP PLATE AND 1/2"( !tf ROOF J015T BOLTS AT 2'-O" _RE PLAN 2X10 BEAM) III— GRAWL9PAGE SIMPSON H2 5 3�.T � I r ■ , / EACH JOIST BEVELED PLATE '11 .p FASCIA RE: ARCH � TREATED BEAM MCI -NEW (3)-2X6 - 3/4" = I'-O" (MATCH EXISTING) -III=III=III=III=III=1_11=III=III=III=11 COLUMN � EXTERIOR STUD WALL } WITH SHEATHING 18" VL BEAM BEAR GRAWL9PAGE\ ON 5TUD-PACK COLUMN 1 EX15TINO FOUNDATION WALL Y EXISTING ROOF VL BEAM RE: PLAN, NEW L X1'-O"XO'-4" 3/16 JOIST SLOPING WITH ROOF I STEEL PLATE WITH (2) J015T 3/4"(P X 4" LAG-BOLTS ® Monroe & Newell I ® I Engineers, Inc. NEW VL ROOF BEAM 4 SECTION SECTION 1 (SLOPING WITH ROOF Avon STEEL BEAM RE: PLAN = JOISTS) W 3/4" I'-O" Y O.Box 1597 WITH 2X TOP PLATE AND I/4" X 3" X I'-6" X O'-6" 3/4" = I'-O" 70 Benchmark Road,Suite 204 1/2"4) BOLTS AT 2'-0" BENT STEEL PLATE WITH (2)-1/2"Q> X 4" LAG- Avon,Colorado 970)949-7768 EXISTING ROOF 3/8" X 4" X 6" BOLTS INTO VL BEAM EMAIL avon@monioc-n w491 com STEEL PLATE WITH EXISTING ROOF J015T (2)-3/4" m BOLTS SHEATHING Denver S E C T I O � 1 1 1701 W� rEXISTING Denver,Colorado 80202 3/4" = 1'-0" EXTERIOR (303)623-4927 2X12 LEDGER WITH STUD WALL FAX(303)623-6602 (4)-16d NAILS AT 1'-4" EMAIL denver @ monroe-newell com (NAIL THRU-PLYWOOD) Dillon ROOF J015T 765 West Anenome Trail,Suite 202 RE: PLAN WITH Dillon,Colorado 80435 L55U HANGER EXISTING ROOF FAX(97Oj 513-7272 JOIST EMAIL dillon @monroe-newell com NEW RIM JOIST =�= III- FLOOR SHEATHING BEVELED PLATE - 9-"' <XX'XX"> 2X BLOCKING FOR is FULL JOIST BEARING EXISTING NEW BEAM FOUNDATION V NEW 2X6 STUD RE: PLAN WITH � WALL AT 1'-4" WALL 51MP50N LU5 HANGER NEW ON VL WALL SHEATHING BEAM FLOOR SHEATHING ;? - SECTION 15 NEW SCI JOIST R FLOOR JOIST 3/4" = 1'-0" NEW BCI JOIST (2)-- ROWS 2"4P BOLTS OLTS AT RE= PLAN 1'-0", STAGGERED NEW BGI RIM III I III ' SECTION -1 MITI= i=ITT 3/4" = I'-0" NEW (2)-2X6 TOP + L. PLATE SECTION 2 ..I.1 4 RE: ARCH _1 r) E EX15TINO 2X6 STUD —EX15TINO FOUNDATION WALL #5 X 2'-0" DOWELS WALL 0 z DRILL AND EPDXY 6" INTO EXISTING FOOTING EXISTING FOOTING ROOF SHEATHING :E O &ECTION 12 ° a a a w � � 3/4" = 1'-0" 2X12 LEDGER GUT INTO STUD WALL DO NOT OVERGUT -III I -III-III—III-III- -III III- - IY I� I=11 1 1=11=1 I I�I 1=1 I I�I 11=1 O W EXTERIOR STUD ALL 111 J V) J WITH WALL SHEATHING EXISTING ROOF FLOOR SHEATHING NEW FOOTING PAP-/ hhW SHEATHING RE. PLAN WITH #5 AT I'-O" EACH WA ROOF JOIST R : Y E SECTION � � •_ EXISTING 16' PLAN WITH LS E TJI RAFTER HANGER 3/4" 1'-0" z BEVELED PLATE (2)-ROW5 1/2"4> BOLTS AT 2'-0" STAGGERED C N O ROOF SHEATHING 12 •� VL BEAM REPLAN WITH FLOOR JOIST 6 J BLOCKING REQUIRED (2)- ROWS 1/2"(P BOLTS AT RE: PLAN WITH ABOVE BEAM STAGGERED HU HANGER !� NEW GLU-LAM ROOF co BEAM RE: PLAN SECTION w 8 � 3/4" = 1'-0" Date 02-07-05 PERMIT ROOF JOIST RE: PLAN 1 � WITH SIMPSON LSSU SECTION RIDGE BEAM HANGER Drawn By SBK RE• PLAN /� 3/4" = 1'-0" SECTION 4 Checked By HS 5IMP50N A35 2X4 AT EACH JO 5T O I 7'VqITH POWDER- 3/4" = I'-O" Project No. 6671 NEW 2X12 LEDGER DRIVEN NAILS GUT INTO STUD ALL AT 5" SPACING ROOF 5HEATHING ROOF JOIST WITH W DO NOT OVERGUT I NAILS AT 8" LSSU HANGER ReRevisions INNTT O FLAT 2X4 FLOOR SHEATHING FLOOR J015T EX15TINO 2X6 STUD WALL RE PLAN FLOOR 5HEATHING FA501A RE ARCH (MATCH EXISTING) I VL BEAM RE: PLAN 2X BLOCKING VL RIDGE BEAM AT EACH SPACE 51MP50N H2.5 RE: PLAN CLIP EACH SIDE SIMPSON U HSS 6X4X3/b BENT HANGER STEEL BEAM WITH STEEL BEAM RE: PLAN 1/2"(P THREADED RODS WELDED AT 2'-0" NEW BCI J015T RE: PLAN WITH WITH SHEATHING c IUS HANGER �� ( ®� A I STUD WALL BEYOND S n &ECTION 14 1 r N 3/4" - 1'-0" SECTION 5 . 3 " /4" = 1'-0 0 i vaD 20 Q V �en,,�rc� Notes . �� s - (nom cu'rcreanf ov)tner5 truten. corns -I o C 0I(1s+11ACr 1;��e kil�d " rnaln+ne+r, n' ar Fo w na �s cu r I�eu.+(y 5� t an $t-�,� Q,nn preV i ou5� Coln5tr ucfeA b3 o�ner5 . t to 4 k cur Ve�fi Coae 5 a dop+ea b �. . pcvner �tll coon � 2 � � Town C>- V 0, I mo5el ` ko �►�rt -15o be eyed i n orkr �nn2n5�on5 Irl f e.�1 G� �nit�►S • _t �a o� Uu.�� Po-M 01.1LY C 14ANG E -W SOUTH ELEVAT'i ctJ 12 Mh-ret+ EX%SUNG Sj4INGL;E%) WooaT6JM� ��-o'� WooD StoiNfs, MATGtA L-yiS-ri►J6 010LA2 . I �� PL-AVE I lo i .r r 2ox9 4Z�x48� - Zpic'19 �% if `` l °1 14' M 1ceo CAM- 2ibr.E ISFAM 8pvrI4 �� r Z X17," RooF RAPrMC, 8 1�11 0.C. 8 P 60. S ��Tr� IG,It .� �� i r � - o �► �oolV� �� Fa2�iM1NC, �fo'� x-, f}TR_r=L, — -- - _ 1�4. Ti CG PLY1 -- F , A 1111 11 JA ; C3)11 - 3Goalb �! 1 Z'Z'- 11%$ f J/VT G PLY " 11''/axl/4 1% ' CAR-AGE- 5L�p; -- -- — — ,1 — — RiM PLPTE I �ytlC2p I.J�nMS AN ----- - 1 I4' 7 3 r — j ENTRYaf I Li vING Rc�r�rt L 7 --- --- -- __ IAim Wv. FL; ---- ------- -- _-___ Exi Snlv&_F,2►4w11IVG ----- --- - _ - --- - 111 , J'v CC SEC-TI0 Q E f SoUTN LEVATIbN _ 1 n'��_OF� I 1 �4 • , ��I r LoWee Lev. _--tAa I I E e�� n�ritus Arin ours d7 4nt 'OWN OF VAH - - - DESIGN REVIEW UN4 Loop -KI STAFF APPROVAL CO DATE:. -- - • • • • STAFF: pld�►� an o �nt�rtor beg oom an 0 7 Z D q XACAadles south 4" dorlmr and e0ens ion - of 'ront door wall a 2w1n&ws bg 34+, r y 19' 11'-1 1/2' 1u, open to below remove and rebuild ext. wall 3' to the north of existing. match existing f acacle, T-7 1/2' 1 ..._...-. . ... °. Garage �X- li � U1 16'-0 I/2' '� D k UP ' � II u II elevation= 122'-9" ' e Finish Fl, Bev,-- 114'-7 3/4" ll 5'-7 1/2' i closet -N below I Mechanical O 3 _1 6' chase i u i 1 kl•. _ . - - T-1 1/4' I 4'-4' 4,-4" 3'-1 1/4' DNI elevation= 120'-1 3/4" -131-11/4'1-- E _ t r a P f _ 1 I --_--------------------- F Kitchen I !2•_8• I Bedroom (2) 11 7/8" micro lams I i I M Floor Above Ii Ln f d t y� ~ open to below I Living R I 1 1 Lj ' ' Bath ' Co o i7 -8 � I Finish Fl. Elev,= 111'-1 1/8'° � I 6'-9' � � N O U Existing L- L Fireplace Existing Fireplace 8' Bedroom a Y /(3) 11 7/8" micro lams t , 16' 14' 'OWN OF VAIL DESIGN REVIEW STAFF APPROVAL DATE: D �Y / - STAFF: - (.,�vets a^ e � eve F oor PLan I ain eve oo �1 / 4 1 / 1 / 4 // / 0 // • ran a e � or►�u5 � idol ar► 07 Z ?/0� ,q F I - mw S O G box 1297 dillon, colors o 80435 • S f r I =fi30=t 346-l;�8 db►a�o�r°e issued 1O-123,_w"-cwA L, *0 M&UR sws o 5871 4l o o , lqpvpecl, �- 11 -- j--Q�.•�, 132 � - � i . • ' , i ; L 1 , J f � I 0 f - 0 t , - i I e i f , I I F ' , i nn 0 0 F , t D 1---- - - -- -fob . ............ I --� ' IJ`� ;>-:<: at. r. -ry rR '44:�"1y}7y.�'�� •yJ i �� _- -� . , _ i ,r`J,~,, .j�;t-`J•,i,,' cl�to`!,'�,y:S�S� �• I �-_ C_. ' ' _ F ti'`� 'I ,a 4 Ju-� �T`.t�,�3,.:y��4,�� {y_'�.�1+�-j"•' i i �f`�r•:, '/, ' � _ 1 `1• ,:J_;.` 5.,...,.r� t- ��S Ju..J..Y,J�`5..4 w'tL_F;�.,.:.L.....-"-.....f• , t 0C-g C LOi ■ � t _ box 1297 ( f dillon, colorado 80435 t D a � • C) a 303.468.5871 0 OE ° 1000iossued date --In nnnrii ( D I I mac= k -►s- APP IL- - W.J1.01010 - LrnF= —�+ awn i � p p � � ?F-�1Y�5 T'TL•f.'l.�GHG� (o�30�X10 __ P44t-,j ,9PF WI 13, revised date + i t ' I . I , , i _ 1 I 1 I i 3 - y tom- - ._._. � �►�_--�-I-��---_- - -_-+ --�__ - -�-�-- - - -- - -- � (NN, I JF Alf xt..5f, , 4 LIM - ' _ - - im IFIR 1[ . • I UL Vj IF J 1h no o _ ,; NDOLPH ! ( GE, a 1 rZ ! t box 12u7 d I Ion, coiorado 30435 303.433.5371 issued date r date Zzi _N fzoo� ® SC--GT I3�� -TO rk MIT �,�• 132 - �� 'f f72 ��•t GI.U-I.AN K6( UVII�Gr f '� /� �� >cia -I, !_.r •�t1?Y/ � . - - W 1 ` t t7%• .�.1 itr �'�; -» 7 r i . � \ r I 77 1 a j� i --T o -----�---- - -- _ loo o� - —�•v I i Ell J®b nog- I F 1091 O , I It 't I. shty ! h1b4lael Haziud Assocwies V.�� , �� copyr:pt(0 1005 Ix IT W. ... 1 Shower i Master Beth pe t'100 Kitchen r Bath � � _ ._,._ Master Bedroom Guest Bedroom I _ ,_ ._--�_ � .,_ --- -- - - 1 A2 T T, �. _.._w........, •» �, M I,• �,�,�► Garage Below Garage o '� _ �� Wallc-in-Closet I A2 A� a Dining Room I _� .....,..w.. ............ w..1 ,....._ -- ,� ! I t✓c �- !o' - l• , �y W.C. �► t ly ' r/ry r If IT � I I - r ,-f. Office/Sitting $_IN B Deck i A2 t� - -- t - - Living Room Living Room Below - ------- ' ' Entry Below - A7 —; --�— -- •� ��arr'�z.• �,,, „ � � n ,". ._.. 1�'�Crj'�t� �1+�1x`I�cr�°� 1 ( I� ' AZ I C= =v EntryI — -- I LA - ----—^ _ _ Project Number 0444 UPPER LEVEL FLOOR PLAN _ _ ._. . .. MATT LEVEL FLOOR PLAN - - - -- - - - - - -- -__ '/a' C"i C 1 ls_ 0 Shower -- THE Air MOM 75 '\y ` P• I 1881 Lions RidgelLoop Unit Number 7 I � r -- - -- - --- - Fail, Colorado Master Bath Kitchen I Bath ryest Bedroom - - --- � '► I Master Bedroom �- Ga qge Below IGarage Dialing Room - ' 11�xch�re�Hazard Walk-in-Closet ,associates f Architecture . ,..,.... I i Planning Interiors F.O. �io.� IOGs I Wail, C olr rado W.C. 81 658 970.949.4958 970.949.4838 Fax D eck Living oam � t �' � Entry Below � rytlaaCc�vatl net -g - Entr� Office/sitting '" � Living Room Below Issue Dates aitunn, 12,2005, J_LILL February 3, '7005 UPPER LEVEL ELECTRICAL PLAN MAIN LEVEL ELECTRICAL-PLAN Sleet Aruirber Ni Fill, • „,p�lyll��lt�•,"%VJ w w A3 = — r • I _ '!' - A3 1 Walls-in-Closet , A 4' �� - .,.__ ® Master Bedroom -- - - 711, -r” - Garage Dining Room Guest Bedroom oar a r � __-• - tm� Nt*4 Project Number 0444 6w '�7,49.F BUILDING SECTION _ SOUTH ELEVATION `/4TH— 1'-On ----- -sH '/a" THE . T r i I II I I Office/Sitting , ANTONIUS L�I "op IUD - - �x Gat � 188 Lions Ridge Loox • w� (��t I� IN �I-I Unit Number 7 I I� Entry � � � 1 - ') Vail, Colorado� WTI► 1.T�..�w, .-.J g Room Michael L Hazard Associates 7.1 Architecture - ` 1CX12ntng Interiors P.O. Box 1068 BUILDING SECTION NORTH ELEVATION Vail, Colorado 1'-0" - - 1A"=1'-0" 81658 - -- - - 970.949.4958 970.949.4838 Fax inha ail.net t `k Issue Dates January 121,_2005 _ February 3,2005 , c 'Sheet nnTimtber A2 Michael Hazard Associates Copyright C 2005 Wood beam—re structural drawings Set flush to inside face Discontinuous 2x blockw& of 2 x 12 roof joists i 18 Ga galvanized painted, sheet metal ridge cap over waterproof membrane I` 5/8"CDX plywood shaeathing— ,. �. o r �'U �� '••� � • hold back @riche to allow for � ventilation C,.., Composite shingles to match P� ®tea L x 3 cedar facia to match existing we]- t, co or and coursing of IJ - existing roofs j R-30 fiberglass batt insulation with — — ventilation baffles � Revis of No Date 24" wide polyethelene moisture 36" wide adhesive waterproof barrier at all eaves membrane @ eaves, rakes and valleys Solid 2 x blocking per structural / Painted, galvanized eave flashing drawings to match existing R-19 fiberglass Batt insulation - Cedar facia to match finish and profile of existing conditions 5/8"gypsum drywall over continuous 6 mil vapor barrier— tape all intermediate and perimeter / New siding to match existing over seams '/z"CDX plywood sheathing over air infiltration barrier i i i 1 SECTION C DORMER RIDGE/EAVE 1 lh" = 1'-0" 36" wide adhesive waterproof 1 membrane @ eaves,rakes and Project Number 0502 valleys Composite shingles to match weight, color and coursing of existing roofs Painted, galvanized rake flashing to match existing 5/8" gypsum drywall over { continuous 6 mil vapor barrier— tape all intermediate and perimeter seams — 1 '/z'ngid insulation lit 11 MIA New siding to match existin g over R-30 fiberglass batt insulation with '/z" CDX plywood sheathing over ventilation baffles air infiltration barrier '/z" air space—fill with batt Steel bent beam(re struct) insulation THE 2 x wood plates shot to steel bent Metal clad wood window to match ANT®1VIUS beam manufacture and color of existing REMODEL Rod&Sealant 1881 Lions Ridge Loop Unit Number 7 %z"OSB sheathing over 5/8" gypsum di ywall—fire tape, only ' I / Vail, Colorado Dashed line of built-in seatrklg 3/a" stained poplar sill—provide 3 1/z"extruded alurrunum diffuser along entire width of window sill i for convection heat dispersal / — Painted, galvanized sheet metal flashing Michael Hazard / New siding to match existing over '/z" CDX plywood sheathing over ASSOCIat @S • air infiltration barrier Architecture Planning / 5 18" gypsum drywall over continuous 6 mil vapor barrier— Interiors tape all intermediate and perimeter J P.O. Box 1068 seams—fire tape, only, concealed / drywall locations Vail, Colorado 81658 I 18 Ga painted,galvanized sheet 970.949.4958 metal counter flashing and seamed drip edge 970.949.4838 Fax 2 x discontinuous blocking to allow ventilation of roof cavity ME/COU �TERLASHING SECTION C K 2 Issue Dates January 12,2005 Sheet Number AJ �1 GENERAL NOTES 1 1 LIVE LOADS USED IN DESIGN 7, INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. A ROOF SNOW LOAD. Pf 80 PSF H, PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND B TYPICAL FLOOR 40 PSF SHALL BE "BCI -JOIST" AS MANUFACTURED BY BOISE CASCADE CORPORATION. ALTERNATES SHALL BE REVIEWED BY THE ENGINEER, TO BE CONSIDERED, C IMPORTANCE FACTORS ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION CATEGORY 11 EQUAL TO OR GREATER THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING 43'-O" SEISMIC FACTOR I 1 O AND BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER, SNOW FACTOR IS 1 O WIND FACTOR IW 1 O 1 LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS CAPACITIES. FS = 2800 PSI. E = 2,000,000 PSI , FC - 750 PSI , 1/ - 285 PSI BUILT UP cj'_O'� 21'-0" 22'-0 D. WIND MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' 3 SECOND GUST 100 MPH RECOMMENDATIONS, CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR FASTEST MILE 80 MPH 5 1/4" WIDE MEMBERS. — — — — — — — — — — — — — — — — — — 9. NON-STRUCTURAL ELEMENTS EXPOSURE 8 r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ ° E SNOW SNOW EXPOSURE FACTOR Ce 1 ,0 A ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO ANO/OR L — — — — — — — — — — — — — — — — — — — — — — THERMAL FACTOR Ct 1 0 SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND , r F — I t>� OTHER STRUCTURAL MOVEMENTS, I I I I I F LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. B FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET I I I I I } G CODE USED IN DESIGN, INTERNATIONAL BUILDING CODE, 2003 EDITION, ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE NEW (5)-2X6 ARCHITECTURAL DRAWINGS, STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED COLUMN I I I I I I �+.,,' ,,.• 2 TESTING. INSPECTIONS AND OBSERVATIONS. UNRESTRAINED UNLESS NOTED OTHERWISE. A THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION, 10, GENERAL STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE I I I I CONSTRUCTION, SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS, INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL I I I I I I INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL B VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND BUILDING CODE ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND I I I I EXISTING I I REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY I I I SLAB-ON-GRADE I I t 3 FOUNDATIONS - I �Y C PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EOUIPMENT OR OTHER Q I I I A MAXIMUM SOIL DESIGN PRESSURE 3000 PSF ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON I I I I I I B THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 3000 PSF. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR - CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC. , REQUIRED FOR INSTALLATION OF I I I I I I FOUNDATION EXCAVATION, SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL HIS ITEMS. I I SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED I I I I D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, C ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED EXACT BEARING MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS, MISCELLANEOUS EMBEDDED I I I I I I Monroe & Newel ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS BY CONCRETE CONTRACTOR, STEEL SHALL FULFILL ASTM A36 NEW PAD FOOTING &v- F I I I I I Engineers, Inc. SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE (MATCH EXISTING I I E PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH, THICKNESS) WITH I D ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED. NATURAL SOIL OR I I Avon PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER BACKFILL F SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL #5 AT 1'-O" EACH SHALL BE COMPACTED TO 9571 (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM STEEL. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW WAY AT BOTTOM NEW #5 X 2'-D" I I I P O.Box 1597 D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT IF SOFT SPOTS ARE OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR, - DOWELS DRILL 70 Benchmark Road,Suite 204 ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED F ILL (RE: SOIL AND EPDXY 6" EXISTING I Avon,Colorado 81620 REPORT FOR DESCRIPTION OF BEARING SOIL) G WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC , SHALL BE AS SHOWN ON THE I ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPEC IF ICAT IONS. INTO EXISTING CRAWLSPACE I o (970)949-7768 — I I FAX(970)949-4054 E CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID L INES (( FOOTING ('7 PLACES) EMAIL avongmonroe-newell.com UNLESS NOTED OTHERWISE ON PLANS H. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR I I I NEW (3)-2X6 WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE.F CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED L J I I COLUMN FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE I, ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND I I I Denver ARCHITECTURAL DRAWINGS, 0 I — — — — — — — — — — — — — — — I G NOTIFY SOILS ENGINEER MEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY 1 I NEW (5)-2X6 — — — — — — 1701 WDcnvcr Street,Suite 200 BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE J. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS I COLUMN I I Denvcr,Cotorado 80202 4 CONCRETE ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER, -� I I r _ I r - ' I I I — ° — — — — J FAX(303j 623-6602 A ALL CAST- IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/1 I PORTLAND CEMENT, I I I I Q ro I I _ EMAIL denver@montoe-newell com STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: I I � `i I CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO 7: AIR REO, NEW PAD FOOTING 4,-O„ I'-O" L - - - - (MATGH EXISTING I � I= F..I , Dillon FOOTINGS 3000 psi STD - - - - - - THICKNESS) WITH q -q I/2 Q I I ^ 54 + 765 West Anenome Trail,Suite 202 #5 AT 1'-0" EACH 8 I LU i m Dillon,Colorado 80435 _ _ (Y 970)513-1600 8 FOOTINGS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP I WAY AT BOTTOM I I — I z I 1 'n ( IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF SPAN WITH VERTICAL BULKHEADS I I- -I I F ~I I N V w FAX(970)513-7272 AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS - I I I 01 I Z EMAIL dillongmonroe-newcll corn SHALL BE AS DETAILED OR AS REVIEWED BY THE ENGINEER, EXISTING I I I - -1 1 IV �: i FOOTING-.. I I N i i z - C ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE TYPICAL I I I L ° ° — ° ° — — - 11 1 x x WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE 1 F X X STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF I I _j I �.I I CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER, llJ I - - - - - — — —I I I W ''g0 � x+; 5, REINFORCEMENT I 1.4 VW r I I A ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM I I a 16 A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE I I I tl1 I I V DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. _ — — — — — ° — — — — J L — — — — — — — —I — J L- - - - - - - - - - - - - - a 1p = c B WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER, J — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — C REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: 1 CONCRETE POURED AGAINST EARTH 3" NEW (3)-2X6 2 CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" 3 COLUMNS AND BEAMS (TIE BARS) t -1/2" EXIS— TIN—G—FOUNDATION COLUMN WALL— TYPICAL D REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH SECTIONS 7 5, 7 6 AND 7,7 OF ACI 318, LATEST EDITION, 31'-q 1/2" 12'-2 1/2" E NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 48 BAR DIAMETERS FOR /16 BARS AND SMALLER. MAKE ALL FOUNDATION �L 74 N 2 BARS CONTINUOUS AROUND CORNERS. F PLACE TWO 05 (PER 8" THICKNESS) WITH 2'-0* PROJECTION AROUND ALL OPENINGS IN I/4" = I'-O" 54 CONCRETE WALLS, SLABS, AND BEAMS, ALSO PROVIDE TWO X15 X 4'-0- DIAGONALLY AT J EACH CORNER Uj 6 STRUCTURAL STEEL + A ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS O WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B. LATEST EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. B ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT FOUND,4 TI ON N O T S: Z CONDITION ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED OTHERWISE, I FIELD VERIFY ALL EXISTING CONDITIONS. NOTIFY STRUCTURAL ENGINEER IF CONDITIONS ARE DIFFERENT THAN ASSUMED. C STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST PROVISIONS OF A I SC "MANUAL OF STEEL CONSTRUCTION " 2 ALL FOOTINGS IN CRAWL5PAGE5 SHALL BE BACK FILLED WITH 0 D. EXCEPT WHERE DETAILED OTHER ISE, FABRICATOR SHALL SELECT STEEL CONNECT IONS PER COMPACTED STRUCTURAL FILL TO THE TOP OF THE FOOTING 3 AISC "MANUAL OF STEEL CONSTRUCTION" (ASD), TABLE 11 -A AND/OR AISC SIMPLE SHEAR MINIMUM, UNLESS NOTED OTHERWISE ON PLANS OR SHOWN ON W CONNECTION MANUAL" WITH A325 N BOLTS (OR WELDED EQUIVALENT) TO SUPPORT SECTIONS. `V 60% THE TOTAL UNIFORM LOAD CAPACITY PER AISC MANUAL OF STEEL CONSTRUCTION" C�e L FOR EACH GIVEN BEAM AND SPAN 3. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS O L E ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY WITH ARCHITECTURAL DRAWINGS. OV ' STANDARD QUAIFICATIONS TESTS AS OUTLINED IN AWS-D1 1 , F MINIMUM WELDS TO BE PER A ISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS 4 CENTER FOOTINGS UNDER WALLS AND COLUMNS UNLESS V J 0 U FILLET UNLESS NOTED OTHERWISE DIMENSIONED OTHERWISE ON FOUNDATION PLAN G FOR ALL BEAM/COLUMN OR BEAM/BEAM CONNECTIONS. PROVIDE HORIZONTAL SHORT 5 REFER TO ARCHITECTURAL DRAWINGS FOR STAIR FRAMING DETAILS SLOTS IN CONNECTION MEMBER ONLY (WT-SECTIONS, ANGLES OR SHEAR PLATES). AND LANDING SLAB ELEVATIONS H PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR LATERAL 6 ALL 51TE WALL5 NOT 5HOWN ON TH15 PLAN SHALL BE BUILT PER �_ LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS ARCHITECTURAL LANDSCAPE PLANS, DETAILS AND ELEVATIONS AND DECKS ARE IN PLACE QI > SITE WALLS SHALL NOT BE CONNECTED TO THE BUILDING UNLESS ~ I STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP NOTED OTHERWISE DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS VI TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS, 7 NON-SHRINK GROUT 0 A NON-SHRINK GROUT SHALL BE PROVIDED. •o 1 BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS, 2 BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY SUPPORTS. 3 GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH ' OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE co co 8 WOOD A ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY I WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING CODE AS FOLLOWS 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb - 700 PSI 2" TO 4" THICK - 6" AND WIDER NO 2 Fb - 900 PSI 5" THICK - 5" AND WIDER NO. 1 Fb - 1350 PSI NOTED ALLOWABLE S E MINIMUMS AND FOR NONREPETITVE USES PRIOR TO ALLOWABLE STRESS INCREASES Date 02-07-05 PERMIT B WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLEDIPPED OR BETTER), Drawn B SB K By C TREATED SILL PLATE LUMBER MAY BE HEM-FIR, STRUCTURAL /1 GRADE, ,'_ed J D PROV IDE METAL CROSS BR TOG INC NOT OVER 8' ON CENTER FOR ALL 2X WOOD JO ISTS Check By HS SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS IS REQUIRED. NO. 667 1 E FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE Project TABLE 2304-9.1 UNLESS NOTED OTHERWISE, F LAMINATED BEAMS Revisions 1 . ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB, ALL SIZES SHOWN ARE NET 2 LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC, 3 PROVIDE UNITS CONFORMING TO AITC 117, 24FV8, D F. FOR CONTINUOUS MEMBERS AND CANTILEVERS AND 24FV4, D.F FOR SIMPLE SUPPORT MEMBERS. MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY STAMPED ON EACH MEMBER G PLYWOOD DECK AND/OR ORIENTED STRAND BOARD 1 PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING, APPLICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION 2 EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS WW1CH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE 3 FOR FLOORING USE 3/4" T&G STURD- I -FLOOR SHEATHING GLUED AND NAILED WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS 4 FOR ROOF USE 5/8- (40/20 SPAN RATING) EXPOSURE 1 SHEATHING NAILED WITH 10D NAILS AT 4" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS, 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I PLYWOOD OR i9 OSB SHEATHING NAILED WITH 8d NAILS AT 6" ON CENTER ALONG PANEL G EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES SHALL BE BLOCKED, 6 FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. n 61 20< 1 4 V Monroe & Newell Engineers, Inc. Avon P O.Box 1597 70 Benchmark Road,Suite 204 Avon,Colorado 81620 FAX(970)949-4054 EMAIL avon@monroe-ncwell.com i NEW (5)-2X6 Denver COLUMN 1701 Wynkoop Street,Suite 200 Denver,Colorado 80202 (303)623-4927 FAX(303)623-6602 EMAIL denver@monroe-newell com NEW X6 COLUMN MN UP J J WOOD FRAMING NOTES: ONLY I Dillon r1l I. ALL WOOD FRAMING JOISTS SHALL BE BGI TYPE JOISTS AS 765 West Anenome Trail,Suite 202 STUD SIMP50N IUS z MANUFACTURED BY BOISE CASCADE CORPORATION. ALTERNATE5 Dillon,Colorado 80435 LL ABOVE HANGER TYPICAL TOP OF (970)513-1600 W PLYWOOD ry SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE FAX(970)513-7272 Q REVIEWED BY THE ENGINEER OF RECORD. I i Q N In S MPSON [US EMAIL dillon @monme-newel]com NEW 12" HANGER TYP 2. "V.L." INDICATES VERSA-LAM BEAMS, AS MANUFACTURED BY BOISE 0,1 BGI/600 AT I'-4" �J, CASCADE CORPORATION ALTERNATES SHALL HAVE THE SAME OR 1 1: <L J GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL mi i�0 - NOTES 1111 I 1 NEW 12" 19 'i imdr BCI/600 1 3. 0 INDICATES COLUMN DOWN ONLY- MULTIPLE 2X FRAMING NOTED e, O AT 1'-4" ON PLANS. �' � vi i�W m OPEN �4Q ` ;1 NO g 1 IZN 110'-O" 4 INDICATES COLUMN UP AND DOWN UNLE55 IT BEARS ON 1 NEW (3)-2X6 TOP OF 12 CONCRETE WALL OR FOOTING BELOW, OR IT IS LABELED UP ONLY I I COLUMN UP PLYWOOD I 1 ONLY S4 (3)-12" VL 5. < > INDICATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION ) 1 51MP50N ITT J 6 INDICATES TOP OF STRUCTURAL FLOOR SHEATHING HANGER TYPICAL - SIMP N ELEVATION. NEW (5)-2X6 NEW 12" II 5 A HANG R 7. HEADERS SHALL BE (3)-2X8 UNLESS NOTED OTHERWISE. ALL „S , COLUMN -. BGI/450 N (3)-12" VL HEADERS SHALL BE BUILT OUT TO 5 1/2" (3 1/2") WIDTH BY 54 54 WIOX33 .. AT 1'-4' ADDING PLYWOOD 5PACERS AS REQUIRED <IOq'-q 3/4"> > 2X6 T 8. ALL COLUMNS SHALL BE (3)-2X6 DF#2 UNLESS NOTED OTHERWISE. w q. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR 1 -� TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO L 54 (2)-12" VL NOTED COLUMN SIZES AS REQUIRED. W 1A NEN 12 i i 10. ® INDICATES INTERIOR BEARING WALLS. FLOOR JOISTS Q X BC 45 0 1 1 BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. I NEW EXTERIOR SIMPSON 1 1 STUD WALL II. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 U HANGER (2)-1 " VL 1 1 STUDS AT 1'-4". REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL q INFORMATION 0 z 4 ii OPEN 54 AT 8" ` 12 ALL BEAM/BEAM AND BEAM/COLUMN CONNECTIONS SHALL BE ' O G MADE WITH 51MP50N STEEL PLATE CONNECTORS UNLE55 NOTED •� OPEN RE IVE EXISTING OTHERWISE. 0 m ENT WALL 13. RE: ARCHITECTURAL DRAWING5 FOR LOCATION AND 51ZE OF (2)-12" LVL ROUGH OPENINC75 IN WOOD STUD WALLS. 0 > r NEW 12" i i 14 RE: ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR 0 0I�44� IST G (4)- I I FRAMING DETAILS. 0 AT COLUMN i 15 ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM 0 I I FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). U I I A, 16 FIELD VERIFY ALL EXISTING CONDITIONS. �Wy�� WIC NEW (4)-2X6 1 �_ COLUMN E L E E L F FP,.,A t*-1 I N L A N. 0 N1/4" = 1'-0.. J Z � 00 00 Date 02-07-05 PERMIT Drawn By SBK Checked By HS Project No. 6671 Revisions i i i N {A ` D n IA 00 < 1 ` 040 V; ' l�q " l i 4 s 4 1 Monroe & Newell Engineers, Inc. 1 Avon P 0.Box 1597 i 70 Benchmark Road,Suite 204 Avon,Colorado 81620 (970)949-7768 FAX(970)949-4054 EMAIL avongmonroc-newell com Denver NEW (5)-2X6 NEW (-3)- 1701 Wynkoop Street,Suite 200 COLUMN 15" LVL (LO Denver,Colorado (303)623-4927 FAX(303)623-6602 EMAIL denvei@monroe-newell com 54 54 NEW (3)-2X NEW (3)-I6"VL (SLOPING) COLUMN Dillon ( ) 765 West A Dillon,Colorado180435 G UMN NEW 2X12 ti�,v ROOF FR.4MINC� NOTES: (970)513-1600 FAX(970)513-7272 AT 2'-0" r I. ROOF SHEATHING SHALL BE 5/8" (40/20 SPAN RATING). STAC-70ER PANEL END JOINTS EMAIL dillongmonroe-newell.com EX TING 16' TJI AND FASTEN WITH IOd NAILS AT b" MAXIMUM ALL EDGES AND 1'-0" MAXIMUM Z `a�- R09F JOISTS OTHER SUPPORTS. ui X 51MP50N L55U 4 Q HANGER TYP. 54 2. RE: ARCHITECT FOR ROOF SLOPES AND BEARING PLATE HEIGHT5 � t� NOT NOTED. � f NEW 2X12 W W NEW (4)-14" VL AT 2'-O' Z t m 3. ALL HEADERS SHALL BE (3)-2X10 UNLE55 OTHERWI5E NOTED ALL , ROOF JOISTS -- HEADERS SHALL BE BUILT OUT TO 5 1/2" OR 3 1/2" WIDTH BY ADDING ' 5 PLYWOOD SHIMS AS REQUIRED. 64 NEW (5)- X6 4 ALL HEADERS LONGER THAN 6-0" SHALL REQUIRE TWO TRIM 0" NA E>2'-0"2X12 ry+�7' COLUMN 5TUD5 AND TWO KING 5TUD5 EACH SIDE. ee �. EX TING 16" TJI (3,F--2X& X15TING 16" TJI AT I'-4" 5. ALL JOIST HANGERS SHALL BE SIMPSON LUP, WP OR LS5U TYPE f UMN �li� — G. ROOF JOISTS UNLESS NOTED OTHERWISE NEW (3)-16" VL (5LOPING) IL NEW (3)- X6 6 ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP AND BOTTOM SHALL USE SIMPSON PLATE CONNECTORS UNLE55 NOTED r COLUMN OTHERWISE ON DETAILS. (3)- X6 '1. ALL EXTERIOR WALLS SHALL HAVE GONTINUOU5 STUDS FROM W GO UM FLOOR TO ROOF (INCLUDING RAKE WALL5) A ROOF J015T5 z NEW (3)- X6 5. < > INDICATES TOP OF ROOF BEAM OR TOP OF PLATE HEIGHT. L NEW (5)-2X6 COLUMN COLUMN a, j I _ I TING 6 q. SEE SHEET 51 FOR GENERAL NOTES ^ I I 3 LL i1 10. RE: ARCHITECT FOR CHIMNEY SIZES AND LOCATIONS NOT NOTED ON STRUCTURAL PLANS. OVERFRAME I I I i 11. OVER FRAMING SHALL BE 2X6 MINIMUM AND SHALL BE P05TED DOWN TO MAIN FRAMING ON A GRID NOT TO EXCEED 4'-0" X 4'-O" (I6 FT2 ) REMOVE EXISTING W i ENTRY WALL I p i J 12. FOR ADDITIONAL NOTES AND DETAILS SEE SHEET(S) 54 0 z J. 1 6 13 ALL COLUMNS SHALL BE (3)-2X6 DF#2 UNLE55 OTHERWI5E NOTED. t0 i j N 14. FIELD VERIFY ALL EXISTIN& CONDITIONS. 0 EX15TING J EXISTING 16" TJI l4 X i I (2)-16" TJI IQ ROOF JOISTS N W AT 1'-4" `H ROOF J015 5 z m X T i i F X L �� 13 i i Q V 0 54 0 W XISTING (4)-2X i i W N m /1 J COLUMN i j �/ U LU LILA NEW 2X6 EXTERIOR i Z • ENTRY WALL 0 V� FLAN. o '' Z r�M Q wW W ° Date 02-07-05 PERMIT Drawn By SBK Checked By HS Project No. 6671 Revisions a 0 n ` �o Q ^ iN f 2 O< L4X4X1/4 XO'-6" i WITH (2)- 3/4"m BOLTS REMOVE EXISTING EACH LE6 NEW 2X6 EXTERIOR EXTERIOR E. WALL WITH SHEATHING i NEW H55 6X4X318 EXI5TINO 2X8 BENT BEAM WITH i ® 12 EXISTING FLOOR J015T 2X TOP PLATE AND 6,, ® - 2X8 DECK ' + I/2"T THREADED ROOF SHEATHING i 6 JOIST IM RODS AT 2'-0" 1 STEEL BEAM STEEL BEAM BLOCKING AT �..0 poop ! RE. PLAN WITH 2X RE PLAN EACH 5PAGE i moo o�0o o:0`', TOP PLATE AND 1/2"4V I III T� ROOF JOIST BOLTS AT 2'-0" RE PLAN EXISTING (3)- -" II— �w■r(� ��E SIMPSON H2 5 AT '�If EACH JOIST 2X10 BEAM i 7 GRAWLSPAGE BEVELED PLATE '1 SECTION 1 O _ _ FASCIA RE= ARCH W TREATED BEAM — — — �' ..r•' NEW (3)-2X6 3/4" = 1'-0" (MATCH EXISTING) � EXTERIOR STUD WALL -III=III=III=1_11=III=III=III=1_11=III=11 t\ COLUMN WITH 5HEATHIN6 ��—��— —��—� — GRAWL9PAGE 18" VL BEAM BEAR ON STUD-PACK COLUMN EXISTING r FOUNDATION NEW I/4"XI'-O"XO'-4" = EXISTING ROOF VL BEAM RE: PLAN, WALL r� STEEL PLATE WITH (2) 3/16 JOIST SLOPING WITH ROOF ry_4L 3/4"m X 4" LAG-BOLT5 J015T Monroe & Newell 14i Engineers, Inc. NEW VL ROOF BEAM SECTION 1 , (SLOPING WITH ROOF STEEL BEAM RE PLAN ®� _ _ P p.Box 159n JOISTS) WITH 2X TOP PLATE AND I/4" X 3" X I'-6' X O-6 3/4" - I'-O" i 3/ " - 1' 0" 70 Benchmark Road,Suite 204 1/2"4> BOLTS AT 2'-0" BENT STEEL PLATE WITH Avon,Colorado 81620 (2)-1/2"(P X 4" LAO- FAX(970)949-7768 EXISTING ROOF 3/8" X 4" X 6" BOLTS INTO VL BEAM EMAIL aeon @mX(970)949-4054 m STEEL PLATE WITH EXISTING ROOF J015T (2)-3/4" m BOLTS SHEATHING 1 a E C T I O N� 1 Denver 3/4" = 1'-0° 1701 Wynkoop Sheet,suite 200 EXISTING Denver,Colorado 80202 EXTERIOR (303)623-4927 I Ito 2X12 LEDGER WITH STUD WALL FAX(303)623-6602 (4)-16d NAILS AT 1'-4" EMAIL denver@monroe-newell.com (NAIL THRU-PLYWOOD) Dillon ROOF J015T 765'West Anenome Trail,Suite 202 RE= PLAN WITH Dillon,Colorado 80435 L55U HANGER EXISTING ROOF FAX(970)513-727020 J015T EMAIL dillon @monroe-ncwell com NEW RIM JOIST Q= FLOOR SHEATHING BEVELED PLATE IIII <XX'XX"> 2X BLOCKING FOR IN r NEW 2X6 STUD FULL JOIST BEARIN6 EXISTING NEW BEAM + FOUNDATION RE: PLAN WITH WALL AT 1'-4" HALL 51MP50N LU5 HANGER T. NEW 18" VL WALL SHEATHING BEAM 15. FLOOR 5HEATHIN6 + ; SECTION ' NEW BGI JOIST VL BEAM RE:PLAN WITH FLOOR JOIST " 3/4" = I'-0 NEW BGI J015T (2)- ROWS I/2"� BOLTS AT RE= PLAN 1'-0", 5TAG6EREEP +' NEW BGI RIM I SECTI O I V it I f T�=Tf�Ti NEW (2)-2X6 TOP L PLATE SECTION 2 W � Ilik RE= ARCH EX15TING 2X6 STUD #5 X 2'-0" DOWELS WALLING FOUNDATION 0 z WALL DRILL AND EPDXY 6" INTO EXISTING FOOTING EXISTING FOOTING 4_111 ROOF 5HEATHIN6 E O i &E C T I ON�I 12 a s - o LU 3/4" = I'-O" 2X12 LEDGER GUT a INTO STUD HALL II II- V o DO NOTO ERGUT Ell O EXTERIOR STUD WALL tit J J WITH WALL SHEATHING V 2'-O" I'-4" 2'-O" { A, U EXISTING ROOF FLOOR SHEATHING NEW FOOTING PAD �hhW///►►► f SHEATHING RE PLAN WITH #5 EXISTING 16" ROOF JOIST RE: AT I'-O" EACH WAY SECTION � i � •_ `V TJI RAFTER PLAN WITH LSSU HANGER 3/4" 1'-0" z > K d , BEVELED PLATE - (2)-ROW5 I/2"4> BOLTS" ' AT 2'-0" STAGGERED N 0 ROOF SHEATHING 12 � •O VL 'BEAM RE PLAN WITH FLOOR JOIST 6 BLOCKING REQUIRED (2)- ROWS 1/2"0 BOLTS AT RE; PLAN WITH B AOVE BEAM I -O , STAGGERED HU HANGER Z r NEW OLU-LAM ROOF co BEAM RE PLAN SECTION 3/4" = I'-O" i Date 02-07-05 PERMIT ROOF JOIST RE; PLAN 1 5ECTION WITH SIMPSON LSSU RIDGE BEAM HANGER Drawn By SBK RE- PLAN /� 3/4" = 1'-0" &ECTION —T Checked By HS 51MP50N A35 I 2X4 WITH 3/4" = 1'-0" Project NO. 6671 AT EACH J015T 0.1-n"m POWDER- NEW 2X12 LEDGER DRIVEN NAILS GUT INTO STUD WALL AT 8" SPAGIN6 ROOF 5HEATHIN6 ROOF JOIST WITH DD NOT OERGUT IOD NAILS AT 8" LSSU HANGER Revisions INTO FLAT 2X4 FLOOR 5HEATHIN6 FLOOR J015T EXI5TING 2X6 RE PLAN FLOOR 1 STUD WALL ; SHEATHING FASCIA RE- ARCH (MATCH EXISTING) VL BEAM t 2X BLOCKING RE= PLAN VL RIDGE BEAM AT EACH SPACE 51MP50N H2 5 RE; PLAN CLIP EACH SIDE SIMPSON U H55 6X4X318 BENT HANGER STEEL BEAM WITH STEEL BEAM RE= PLAN 1/2"iV THREADED RODS WELDED AT I2._O.. + NEW E361 J015T RE= PLAN WITH WITH SHEATHING � IU5 HANGER �� ®� � STUD WALL BEYOND IF i &E C T I O I V 1 .4 3/4" = I'-O n ^ N ECT f ON - 0 3/4" = 1'-0" e f 0130 r SO><